Bridge Statistics for Mason, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 108ft / 33.3mTotal length
- $86,000Total costs
- 41,200Total average daily traffic
- 20,705Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mason
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 51960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 12010-2019
- Bridge Condition - Deck
- 42.9%Very good
- 28.6%Good
- 14.3%Satisfactory
- 14.3%Poor
- Bridge Condition - Superstructure
- 28.6%Very good
- 42.9%Good
- 28.6%Satisfactory
- Bridge Condition - Substructure
- 14.3%Very good
- 57.1%Good
- 14.3%Satisfactory
- 14.3%Serious
- Bridge Condition - Channel
- 16.7%Very good
- 33.3%Good
- 33.3%Satisfactory
- 16.7%Fair
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Structure Number: 250043, Location: WCL MASON (Lat: 38.959050, Lng: -88.634811), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 375 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 295 (year 2032), Design Load: HS 15, Features Intersected: FAI-57, Facility Carried by Structure: FAS-2715 (CH-12)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.801, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 250043, Location: WCL MASON (Lat: 38.959050, Lng: -88.634811), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 375 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 295 (year 2032), Design Load: HS 15, Features Intersected: FAI-57, Facility Carried by Structure: FAS-2715 (CH-12)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.801, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 250073, Location: 2.5 MI S WATSON INT (Lat: 38.970731, Lng: -88.624947), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 325 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 428 (year 2032), Design Load: HS 15, Features Intersected: FAI-57, Facility Carried by Structure: FAS-1710 (CH-24)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.151, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.6 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 250073, Location: 2.5 MI S WATSON INT (Lat: 38.970731, Lng: -88.624947), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 325 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 428 (year 2032), Design Load: HS 15, Features Intersected: FAI-57, Facility Carried by Structure: FAS-1710 (CH-24)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.151, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.6 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25302, Location: 2.5 MI N MASON (Lat: 38.998539, Lng: -88.628400), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 348 (year 2032), Features Intersected: FULFER CREEK, Facility Carried by Structure: FAS-1710 (CH-24)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.980, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 25302, Location: 2.5 MI N MASON (Lat: 38.998539, Lng: -88.628400), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 348 (year 2032), Features Intersected: FULFER CREEK, Facility Carried by Structure: FAS-1710 (CH-24)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.980, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 253083, Location: 2 MI S MASON (Lat: 38.925356, Lng: -88.612167), Route carried "on" structure: County highway , Year Built: 1909, Status: Posted for load, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 75 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 54 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: TR-118
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 4.4m (14.4ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 28.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $58,000, Roadway Improvement Cost: $6,000, Total Project Cost: $86,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 253083, Location: 2 MI S MASON (Lat: 38.925356, Lng: -88.612167), Route carried "on" structure: County highway , Year Built: 1909, Status: Posted for load, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 75 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 54 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: TR-118
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 4.4m (14.4ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 28.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $58,000, Roadway Improvement Cost: $6,000, Total Project Cost: $86,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 253176, Location: 2.5 MI N MASON (Lat: 38.995767, Lng: -88.621661), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 80 (year 2032), Design Load: HS 20, Features Intersected: FULFER CREEK, Facility Carried by Structure: TR-241
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, 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: 17.9m (58.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 253176, Location: 2.5 MI N MASON (Lat: 38.995767, Lng: -88.621661), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 80 (year 2032), Design Load: HS 20, Features Intersected: FULFER CREEK, Facility Carried by Structure: TR-241
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, 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: 17.9m (58.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 253209, Location: 4 MI N MASON (Lat: 39.012547, Lng: -88.632519), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 125 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 134 (year 2032), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: FAS-1710 (CH-24)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.130, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 18.0m (59.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 65.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 253209, Location: 4 MI N MASON (Lat: 39.012547, Lng: -88.632519), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 125 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 134 (year 2032), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: FAS-1710 (CH-24)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.130, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 18.0m (59.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 65.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 253318, Location: 1.5 MI NW MASON (Lat: 38.979572, Lng: -88.666592), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 75 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 107 (year 2032), Design Load: HS 20, Features Intersected: FULFER CREEK, Facility Carried by Structure: TR 68
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.009, 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, Number Of Approach Spans: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 253318, Location: 1.5 MI NW MASON (Lat: 38.979572, Lng: -88.666592), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 75 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 107 (year 2032), Design Load: HS 20, Features Intersected: FULFER CREEK, Facility Carried by Structure: TR 68
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.009, 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, Number Of Approach Spans: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 255014, Location: 2.5 MI E MASON (Lat: 38.959269, Lng: -88.574728), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 375 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 402 (year 2032), Design Load: HS 20, Features Intersected: COON CREEK, Facility Carried by Structure: FAS-708 (CH-12)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Fair, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 255014, Location: 2.5 MI E MASON (Lat: 38.959269, Lng: -88.574728), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 375 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 402 (year 2032), Design Load: HS 20, Features Intersected: COON CREEK, Facility Carried by Structure: FAS-708 (CH-12)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Fair, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 250043, Location: WCL MASON (Lat: 38.959050, Lng: -88.634811), Route carried "under" structure: Interstate 57, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 19,800 (year 2021), Truck Traffic: 52%, Features Intersected: FAI-57, Facility Carried by Structure: FAS-2715 (CH-12)
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 236.583, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 250043, Location: WCL MASON (Lat: 38.959050, Lng: -88.634811), Route carried "under" structure: Interstate 57, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 19,800 (year 2021), Truck Traffic: 52%, Features Intersected: FAI-57, Facility Carried by Structure: FAS-2715 (CH-12)
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 236.583, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 250073, Location: 2.5 MI S WATSON INT (Lat: 38.970469, Lng: -88.624769), Route carried "under" structure: Interstate 57, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 19,800 (year 2021), Truck Traffic: 52%, Features Intersected: FAI-57, Facility Carried by Structure: FAS-1710 (CH-24)
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 238.144, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 250073, Location: 2.5 MI S WATSON INT (Lat: 38.970469, Lng: -88.624769), Route carried "under" structure: Interstate 57, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 19,800 (year 2021), Truck Traffic: 52%, Features Intersected: FAI-57, Facility Carried by Structure: FAS-1710 (CH-24)
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 238.144, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)