Bridge Statistics for Chester, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 443ft / 135mTotal length
- $3,806,000Total costs
- 24,000Total average daily traffic
- 4,767Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Chester
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11930-1939
- 21940-1949
- 21950-1959
- 11960-1969
- 41970-1979
- 61980-1989
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 7.1%Very good
- 57.1%Good
- 28.6%Satisfactory
- 7.1%Poor
- Bridge Condition - Superstructure
- 14.3%Very good
- 50.0%Good
- 21.4%Satisfactory
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Substructure
- 35.7%Very good
- 35.7%Good
- 21.4%Satisfactory
- 7.1%Poor
- Bridge Condition - Channel
- 33.3%Very good
- 46.7%Good
- 13.3%Satisfactory
- 6.7%Fair
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Structure Number: 790011, Location: 1.3 MI S CHESTER (Lat: 37.883819, Lng: -89.783408), Route carried "on" structure: State highway 3, Year Built: 1933, Year Reconstructed: 1980, Status: Open, Structure Length: 11.07m (36.32ft), Average Daily Traffic: 3,250 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 2,750 (year 2032), Design Load: HS 20, Features Intersected: MARY'S RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 129.693, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.7m (100.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.0 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2021, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 790011, Location: 1.3 MI S CHESTER (Lat: 37.883819, Lng: -89.783408), Route carried "on" structure: State highway 3, Year Built: 1933, Year Reconstructed: 1980, Status: Open, Structure Length: 11.07m (36.32ft), Average Daily Traffic: 3,250 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 2,750 (year 2032), Design Load: HS 20, Features Intersected: MARY'S RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 129.693, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.7m (100.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.0 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2021, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 790045, Location: 1.8MI N. OF CHESTER (Lat: 37.948989, Lng: -89.766864), Route carried "on" structure: State highway 150, Year Built: 1999, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 5,550 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 5,300 (year 2032), Design Load: HS 20, Features Intersected: LITTLE MARY'S RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.801, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.3 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, 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 790045, Location: 1.8MI N. OF CHESTER (Lat: 37.948989, Lng: -89.766864), Route carried "on" structure: State highway 150, Year Built: 1999, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 5,550 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 5,300 (year 2032), Design Load: HS 20, Features Intersected: LITTLE MARY'S RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.801, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.3 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, 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 79301, Location: CH1 OVER GRAVEL CR. (Lat: 37.942967, Lng: -89.820119), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 2,150 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,700 (year 2032), Design Load: HS 20, Features Intersected: GRAVEL CREEK, Facility Carried by Structure: FAS 849 CH 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.410, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 79301, Location: CH1 OVER GRAVEL CR. (Lat: 37.942967, Lng: -89.820119), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 2,150 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,700 (year 2032), Design Load: HS 20, Features Intersected: GRAVEL CREEK, Facility Carried by Structure: FAS 849 CH 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.410, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 793012, Location: CH1 OVER TINDALL CK (Lat: 37.966508, Lng: -89.820975), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 2,050 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,400 (year 2032), Design Load: HS 20, Features Intersected: TINDALL CREEK, Facility Carried by Structure: FAS 849 CH 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.642, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 53.8 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: 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: January 2021
Structure Number: 793012, Location: CH1 OVER TINDALL CK (Lat: 37.966508, Lng: -89.820975), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 2,050 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,400 (year 2032), Design Load: HS 20, Features Intersected: TINDALL CREEK, Facility Carried by Structure: FAS 849 CH 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.642, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 53.8 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: 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: January 2021
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Structure Number: 794214, Location: 1 MI E OF CHESTER (Lat: 37.923894, Lng: -89.784539), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 450 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO MARY'S RIVER, Facility Carried by Structure: TR 311
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 794214, Location: 1 MI E OF CHESTER (Lat: 37.923894, Lng: -89.784539), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 450 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO MARY'S RIVER, Facility Carried by Structure: TR 311
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 794232, Location: TR108 OVER GRAVEL CR (Lat: 37.960269, Lng: -89.851858), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 175 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 150 (year 2032), Design Load: HS 15, Features Intersected: GRAVEL CREEK, Facility Carried by Structure: TR 108
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.559, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 794232, Location: TR108 OVER GRAVEL CR (Lat: 37.960269, Lng: -89.851858), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 175 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 150 (year 2032), Design Load: HS 15, Features Intersected: GRAVEL CREEK, Facility Carried by Structure: TR 108
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.559, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 79424, Location: TR 138 OVRGRAVEL CRK (Lat: 37.944058, Lng: -89.793664), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 275 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 350 (year 2032), Design Load: HS 20, Features Intersected: GRAVEL CREEK, Facility Carried by Structure: TR 138
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 79424, Location: TR 138 OVRGRAVEL CRK (Lat: 37.944058, Lng: -89.793664), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 275 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 350 (year 2032), Design Load: HS 20, Features Intersected: GRAVEL CREEK, Facility Carried by Structure: TR 138
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 794259, Location: 1.5 MI E OF CHESTER (Lat: 37.898417, Lng: -89.786947), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 100 (year 2032), Design Load: HS 20, Features Intersected: PATTEN BRANCH, Facility Carried by Structure: TR 327
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.333, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 794259, Location: 1.5 MI E OF CHESTER (Lat: 37.898417, Lng: -89.786947), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 100 (year 2032), Design Load: HS 20, Features Intersected: PATTEN BRANCH, Facility Carried by Structure: TR 327
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.333, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 79426, Location: TR122A OVR GRAVEL CR (Lat: 37.941756, Lng: -89.806983), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: GRAVEL CREEK, Facility Carried by Structure: TR 122A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 79426, Location: TR122A OVR GRAVEL CR (Lat: 37.941756, Lng: -89.806983), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: GRAVEL CREEK, Facility Carried by Structure: TR 122A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 794271, Location: 3 MI SE OFCHESTER (Lat: 37.898111, Lng: -89.757942), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: MARY'S RIVER, Facility Carried by Structure: TR 327
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.166, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 794271, Location: 3 MI SE OFCHESTER (Lat: 37.898111, Lng: -89.757942), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: MARY'S RIVER, Facility Carried by Structure: TR 327
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.166, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 794272, Location: 2 MILES NE CHESTR (Lat: 37.966056, Lng: -89.792764), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 175 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: TINDALL CREEK, Facility Carried by Structure: TR122
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.393, Lanes on structure: 2, Owner: Town or Township 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: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 794272, Location: 2 MILES NE CHESTR (Lat: 37.966056, Lng: -89.792764), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 175 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: TINDALL CREEK, Facility Carried by Structure: TR122
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.393, Lanes on structure: 2, Owner: Town or Township 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: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 794273, Location: 1 3/4 MI. NE CHESTER (Lat: 37.966969, Lng: -89.792217), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 175 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: MORRISON BRANCH, Facility Carried by Structure: TR 122
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.281, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 794273, Location: 1 3/4 MI. NE CHESTER (Lat: 37.966969, Lng: -89.792217), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 175 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: MORRISON BRANCH, Facility Carried by Structure: TR 122
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.281, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 794275, Location: 1 1/2 MI N CHESTER (Lat: 37.949097, Lng: -89.848017), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 175 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 150 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO GRAVEL CK, Facility Carried by Structure: TR 108
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.088, 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: 18.0m (59.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 794275, Location: 1 1/2 MI N CHESTER (Lat: 37.949097, Lng: -89.848017), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 175 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 150 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO GRAVEL CK, Facility Carried by Structure: TR 108
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.088, 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: 18.0m (59.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 794292, Location: 4.25 M E OF CHESTER (Lat: 37.918875, Lng: -89.732731), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 325 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2032), Design Load: HS 20, Features Intersected: MARY'S RIVER, Facility Carried by Structure: TR 311
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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
Structure Number: 794292, Location: 4.25 M E OF CHESTER (Lat: 37.918875, Lng: -89.732731), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 325 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2032), Design Load: HS 20, Features Intersected: MARY'S RIVER, Facility Carried by Structure: TR 311
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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
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Structure Number: 796001, Location: AT CHESTER - MoDOT (Lat: 37.902533, Lng: -89.836919), Route carried "on" structure: State highway 150, Year Built: 1942, Year Reconstructed: 1946, Status: Open, Structure Length: 86.17m (282.71ft), Average Daily Traffic: 5,900 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 9,296 (year 2038), Design Load: H 20, Features Intersected: MISS RIV/FAU 9416
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Navigation Control: Yes ( Vertical Clearance: 19.5m (64.0ft), Horizontal Clearance: 198.1m (649.9ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 8, Length of Maximum Span: 204.2m (669.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 86.17m (282.71ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $3,460,000, Roadway Improvement Cost: $346,000, Total Project Cost: $3,806,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 796001, Location: AT CHESTER - MoDOT (Lat: 37.902533, Lng: -89.836919), Route carried "on" structure: State highway 150, Year Built: 1942, Year Reconstructed: 1946, Status: Open, Structure Length: 86.17m (282.71ft), Average Daily Traffic: 5,900 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 9,296 (year 2038), Design Load: H 20, Features Intersected: MISS RIV/FAU 9416
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Navigation Control: Yes ( Vertical Clearance: 19.5m (64.0ft), Horizontal Clearance: 198.1m (649.9ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 8, Length of Maximum Span: 204.2m (669.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 86.17m (282.71ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $3,460,000, Roadway Improvement Cost: $346,000, Total Project Cost: $3,806,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 796, Location: CHESTER (Lat: 37.896303, Lng: -89.821464), Route carried "under" structure: Other road , Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 350 (year 2019), Truck Traffic: 9%, Features Intersected: FAU 9415, Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 1.738, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)
Structure Number: 796, Location: CHESTER (Lat: 37.896303, Lng: -89.821464), Route carried "under" structure: Other road , Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 350 (year 2019), Truck Traffic: 9%, Features Intersected: FAU 9415, Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 1.738, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)
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Structure Number: 796001, Location: AT CHESTER - MoDOT (Lat: 37.904831, Lng: -89.834581), Route carried "under" structure: Other road , Year Built: 1942, Structure Length: 0. m, Average Daily Traffic: 1,050 (year 2019), Truck Traffic: 5%, Features Intersected: MISS RIV/FAU 9416, Facility Carried by Structure: ILL 150
Minimum Vertical Clearance: 8.99m (29.49ft), Kilometerpoint: 4.635, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Truss - Thru, Length of Maximum Span: 204.2m (669.9ft)
Structure Number: 796001, Location: AT CHESTER - MoDOT (Lat: 37.904831, Lng: -89.834581), Route carried "under" structure: Other road , Year Built: 1942, Structure Length: 0. m, Average Daily Traffic: 1,050 (year 2019), Truck Traffic: 5%, Features Intersected: MISS RIV/FAU 9416, Facility Carried by Structure: ILL 150
Minimum Vertical Clearance: 8.99m (29.49ft), Kilometerpoint: 4.635, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Truss - Thru, Length of Maximum Span: 204.2m (669.9ft)
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Structure Number: 799904, Location: CHESTER (Lat: 37.901631, Lng: -89.830844), Route carried "under" structure: Other road , Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 1,450 (year 2019), Truck Traffic: 19%, Features Intersected: FAU 9416, Facility Carried by Structure: MO-PAC RR
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 5.101, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 799904, Location: CHESTER (Lat: 37.901631, Lng: -89.830844), Route carried "under" structure: Other road , Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 1,450 (year 2019), Truck Traffic: 19%, Features Intersected: FAU 9416, Facility Carried by Structure: MO-PAC RR
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 5.101, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 799907, Location: 3 MI E CHESTER (Lat: 37.897044, Lng: -89.767372), Route carried "under" structure: County highway , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 25 (year 2019), Truck Traffic: 12%, Features Intersected: TR 327, Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 4.249, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.9m (25.9ft)
Structure Number: 799907, Location: 3 MI E CHESTER (Lat: 37.897044, Lng: -89.767372), Route carried "under" structure: County highway , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 25 (year 2019), Truck Traffic: 12%, Features Intersected: TR 327, Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 4.249, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.9m (25.9ft)