Bridge Statistics for Trenton, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 69ft / 20.6mTotal length
- $108,000Total costs
- 46,700Total average daily traffic
- 2,273Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Trenton
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21930-1939
- 11940-1949
- 11970-1979
- 41980-1989
- 21990-1999
- 22000-2009
- Bridge Condition - Deck
- 28.6%Very good
- 42.9%Good
- 28.6%Satisfactory
- Bridge Condition - Superstructure
- 25.0%Very good
- 37.5%Good
- 37.5%Satisfactory
- Bridge Condition - Substructure
- 25.0%Very good
- 50.0%Good
- 25.0%Satisfactory
- Bridge Condition - Channel
- 18.2%Very good
- 36.4%Good
- 18.2%Satisfactory
- 18.2%Fair
- 9.1%Poor
- Bridge Condition - Culverts
- 25.0%Very good
- 75.0%Satisfactory
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Structure Number: 140065, Location: N SIDE OF TRENTON (Lat: 38.612839, Lng: -89.687119), Route carried "on" structure: State highway 160, Year Built: 1980, Status: Open, Structure Length: 5.65m (18.54ft), Average Daily Traffic: 5,250 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 5,279 (year 2032), Design Load: HS 20, Features Intersected: US 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.055, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 140065, Location: N SIDE OF TRENTON (Lat: 38.612839, Lng: -89.687119), Route carried "on" structure: State highway 160, Year Built: 1980, Status: Open, Structure Length: 5.65m (18.54ft), Average Daily Traffic: 5,250 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 5,279 (year 2032), Design Load: HS 20, Features Intersected: US 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.055, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 142002, Location: 0.36 MI S MAD CO LN (Lat: 38.650475, Lng: -89.687858), Route carried "on" structure: State highway 160, Year Built: 1938, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 29,100 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 5,175 (year 2032), Design Load: H 15, Features Intersected: TRIB TO SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.095, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 142002, Location: 0.36 MI S MAD CO LN (Lat: 38.650475, Lng: -89.687858), Route carried "on" structure: State highway 160, Year Built: 1938, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 29,100 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 5,175 (year 2032), Design Load: H 15, Features Intersected: TRIB TO SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.095, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 14202, Location: 2.7 W OF AVISTON (Lat: 38.606592, Lng: -89.659083), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 4,244 (year 2032), Design Load: H 20, Features Intersected: SUGAR CREEK BRANCH, Facility Carried by Structure: OLD US 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.120, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 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 desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
Structure Number: 14202, Location: 2.7 W OF AVISTON (Lat: 38.606592, Lng: -89.659083), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 4,244 (year 2032), Design Load: H 20, Features Intersected: SUGAR CREEK BRANCH, Facility Carried by Structure: OLD US 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.120, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 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 desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
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Structure Number: 143038, Location: 2 MI N TRENTON (Lat: 38.644611, Lng: -89.676333), Route carried "on" structure: County highway , Year Built: 1919, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 129 (year 2032), Design Load: HS 15, Features Intersected: BRANCH SUGAR CREEK, Facility Carried by Structure: TR 20/OLD TRENTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 36.3 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: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $41,000, Roadway Improvement Cost: $4,000, Total Project Cost: $45,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 143038, Location: 2 MI N TRENTON (Lat: 38.644611, Lng: -89.676333), Route carried "on" structure: County highway , Year Built: 1919, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 129 (year 2032), Design Load: HS 15, Features Intersected: BRANCH SUGAR CREEK, Facility Carried by Structure: TR 20/OLD TRENTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 36.3 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: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $41,000, Roadway Improvement Cost: $4,000, Total Project Cost: $45,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 144015, Location: 2.75 M N TRENTON (Lat: 38.635433, Lng: -89.663253), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 225 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 259 (year 2032), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: TR 22/SPORTSMENS R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.398, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 144015, Location: 2.75 M N TRENTON (Lat: 38.635433, Lng: -89.663253), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 225 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 259 (year 2032), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: TR 22/SPORTSMENS R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.398, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 144025, Location: 3 MI SE TRENTON (Lat: 38.594075, Lng: -89.645675), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 425 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 181 (year 2032), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK, Facility Carried by Structure: TR 151/ROCKY FORD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.265, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, 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: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 144025, Location: 3 MI SE TRENTON (Lat: 38.594075, Lng: -89.645675), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 425 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 181 (year 2032), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK, Facility Carried by Structure: TR 151/ROCKY FORD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.265, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, 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: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 144045, Location: 1.5MI SE FO TRENTON (Lat: 38.582739, Lng: -89.655158), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 155 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO SUGAR CREEK, Facility Carried by Structure: TR 153/HIGHLINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, 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: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Other
Structure Number: 144045, Location: 1.5MI SE FO TRENTON (Lat: 38.582739, Lng: -89.655158), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 155 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO SUGAR CREEK, Facility Carried by Structure: TR 153/HIGHLINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, 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: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Other
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Structure Number: 144053, Location: .5 MI SO.OF TRENTON (Lat: 38.593519, Lng: -89.679528), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 311 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO SUGAR CREEK, Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 144053, Location: .5 MI SO.OF TRENTON (Lat: 38.593519, Lng: -89.679528), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 311 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO SUGAR CREEK, Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 145, Location: 1.5 NE TRENTON (Lat: 38.633350, Lng: -89.650528), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 450 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 466 (year 2032), Features Intersected: BRANCH SUGAR, Facility Carried by Structure: TR 24/CRACKERNECK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $6,000, Total Project Cost: $63,000, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 145, Location: 1.5 NE TRENTON (Lat: 38.633350, Lng: -89.650528), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 450 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 466 (year 2032), Features Intersected: BRANCH SUGAR, Facility Carried by Structure: TR 24/CRACKERNECK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $6,000, Total Project Cost: $63,000, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 146001, Location: N. OAK ST./TRENTON (Lat: 38.611425, Lng: -89.677992), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 104 (year 2032), Design Load: HS 20, Features Intersected: BRANCH OF SUGAR CK, Facility Carried by Structure: NORTH OAK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal 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: 11.8m (38.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 146001, Location: N. OAK ST./TRENTON (Lat: 38.611425, Lng: -89.677992), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 104 (year 2032), Design Load: HS 20, Features Intersected: BRANCH OF SUGAR CK, Facility Carried by Structure: NORTH OAK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal 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: 11.8m (38.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 603255, Location: 5.1 MI S HIGHLAND (Lat: 38.662378, Lng: -89.690056), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 225 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 239 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO SUGAR CK, Facility Carried by Structure: ROSE ROAD/ TR 395
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.297, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 603255, Location: 5.1 MI S HIGHLAND (Lat: 38.662378, Lng: -89.690056), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 225 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 239 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO SUGAR CK, Facility Carried by Structure: ROSE ROAD/ TR 395
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.297, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 824016, Location: 3 MI N US 50 (Lat: 38.633792, Lng: -89.724769), Route carried "on" structure: County highway , Year Built: 1941, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 78 (year 2032), Features Intersected: EAST BRANCH, Facility Carried by Structure: SUNNYSIDE SCH TR 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: Better than 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 Cast-file-Place
Structure Number: 824016, Location: 3 MI N US 50 (Lat: 38.633792, Lng: -89.724769), Route carried "on" structure: County highway , Year Built: 1941, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 78 (year 2032), Features Intersected: EAST BRANCH, Facility Carried by Structure: SUNNYSIDE SCH TR 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: Better than 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 Cast-file-Place
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Structure Number: 140065, Location: N SIDE OF TRENTON (Lat: 38.612839, Lng: -89.687119), Route carried "under" structure: US 50, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 6,400 (year 2021), Truck Traffic: 17%, Features Intersected: US 50, Facility Carried by Structure: ILL 160
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 63.680, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 140065, Location: N SIDE OF TRENTON (Lat: 38.612839, Lng: -89.687119), Route carried "under" structure: US 50, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 6,400 (year 2021), Truck Traffic: 17%, Features Intersected: US 50, Facility Carried by Structure: ILL 160
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 63.680, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)