Bridge Statistics for Thebes, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 164ft / 50.4mTotal length
- $1,602,000Total costs
- 12,610Total average daily traffic
- 1,157Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Thebes
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 11930-1939
- 11960-1969
- 51970-1979
- 41980-1989
- 21990-1999
- 22000-2009
- Bridge Condition - Deck
- 14.3%Very good
- 42.9%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 14.3%Very good
- 42.9%Good
- 21.4%Satisfactory
- 14.3%Fair
- 7.1%Poor
- Bridge Condition - Substructure
- 21.4%Very good
- 50.0%Good
- 21.4%Satisfactory
- 7.1%Fair
- Bridge Condition - Channel
- 14.3%Very good
- 28.6%Good
- 35.7%Satisfactory
- 14.3%Fair
- 7.1%Poor
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Structure Number: 20009, Location: GALE (Lat: 37.248375, Lng: -89.448975), Route carried "on" structure: County highway , Year Built: 1933, Year Reconstructed: 2011, Status: Open, Structure Length: 10.30m (33.79ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 337 (year 2032), Design Load: HS 20, Features Intersected: SEXTON CREEK, Facility Carried by Structure: OLD IL RTE 3-GALE
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 52.5m (172.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.31m (37.11ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $1,068,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,602,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20009, Location: GALE (Lat: 37.248375, Lng: -89.448975), Route carried "on" structure: County highway , Year Built: 1933, Year Reconstructed: 2011, Status: Open, Structure Length: 10.30m (33.79ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 337 (year 2032), Design Load: HS 20, Features Intersected: SEXTON CREEK, Facility Carried by Structure: OLD IL RTE 3-GALE
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 52.5m (172.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.31m (37.11ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $1,068,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,602,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20031, Location: THEBES (Lat: 37.221656, Lng: -89.453128), Route carried "on" structure: State highway 3, Year Built: 1988, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 3,850 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 4,148 (year 2032), Design Load: HS 20, Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.264, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20031, Location: THEBES (Lat: 37.221656, Lng: -89.453128), Route carried "on" structure: State highway 3, Year Built: 1988, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 3,850 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 4,148 (year 2032), Design Load: HS 20, Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.264, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20032, Location: GALE (Lat: 37.247892, Lng: -89.449597), Route carried "on" structure: State highway 3, Year Built: 1990, Status: Open, Structure Length: 12.20m (40.03ft), Average Daily Traffic: 3,850 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 4,148 (year 2032), Design Load: HS 20, Features Intersected: SEXTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.628, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20032, Location: GALE (Lat: 37.247892, Lng: -89.449597), Route carried "on" structure: State highway 3, Year Built: 1990, Status: Open, Structure Length: 12.20m (40.03ft), Average Daily Traffic: 3,850 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 4,148 (year 2032), Design Load: HS 20, Features Intersected: SEXTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.628, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22001, Location: 1/4 MI SO OF THEBES (Lat: 37.214228, Lng: -89.437208), Route carried "on" structure: State highway 3, Year Built: 1991, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 3,500 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 3,681 (year 2032), Design Load: HS 20, Features Intersected: TRIB OF MILLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.623, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.1 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: Febuary 2020
Structure Number: 22001, Location: 1/4 MI SO OF THEBES (Lat: 37.214228, Lng: -89.437208), Route carried "on" structure: State highway 3, Year Built: 1991, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 3,500 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 3,681 (year 2032), Design Load: HS 20, Features Intersected: TRIB OF MILLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.623, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.1 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: Febuary 2020
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Structure Number: 23035, Location: NW1/4 SEC14 T15S R3W (Lat: 37.218725, Lng: -89.409533), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 78 (year 2032), Design Load: HS 15, Features Intersected: BROWNSVILLE CREEK, Facility Carried by Structure: FAS 2943
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.152, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.5 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 23035, Location: NW1/4 SEC14 T15S R3W (Lat: 37.218725, Lng: -89.409533), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 78 (year 2032), Design Load: HS 15, Features Intersected: BROWNSVILLE CREEK, Facility Carried by Structure: FAS 2943
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.152, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.5 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 23044, Location: E.CORP LIMIT THERES (Lat: 37.222622, Lng: -89.439867), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 175 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 285 (year 2032), Design Load: HS 15, Features Intersected: MILLER CREEK, Facility Carried by Structure: FAS 2943
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 23044, Location: E.CORP LIMIT THERES (Lat: 37.222622, Lng: -89.439867), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 175 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 285 (year 2032), Design Load: HS 15, Features Intersected: MILLER CREEK, Facility Carried by Structure: FAS 2943
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 23045, Location: 1.5 MI E OF THEBES (Lat: 37.218236, Lng: -89.424233), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 125 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 156 (year 2032), Design Load: HS 15, Features Intersected: BROWNVILLECREEK, Facility Carried by Structure: FAS 2943
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.720, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 23045, Location: 1.5 MI E OF THEBES (Lat: 37.218236, Lng: -89.424233), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 125 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 156 (year 2032), Design Load: HS 15, Features Intersected: BROWNVILLECREEK, Facility Carried by Structure: FAS 2943
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.720, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 2305, Location: 1 MILE SO OF THEBES (Lat: 37.197619, Lng: -89.449561), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 15, Features Intersected: ORCHARD CK, Facility Carried by Structure: TR 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 2305, Location: 1 MILE SO OF THEBES (Lat: 37.197619, Lng: -89.449561), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 15, Features Intersected: ORCHARD CK, Facility Carried by Structure: TR 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 23054, Location: .4 M.S. OF THEBES (Lat: 37.198856, Lng: -89.451706), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: ORCHARD CREEK, Facility Carried by Structure: TR 123A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.1m (59.4ft), 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: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 23054, Location: .4 M.S. OF THEBES (Lat: 37.198856, Lng: -89.451706), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: ORCHARD CREEK, Facility Carried by Structure: TR 123A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.1m (59.4ft), 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: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 23055, Location: 0.2M E. OF THEBES (Lat: 37.218983, Lng: -89.436483), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 156 (year 2032), Design Load: HS 20, Features Intersected: MILLER CREEK, Facility Carried by Structure: TR 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 23055, Location: 0.2M E. OF THEBES (Lat: 37.218983, Lng: -89.436483), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 156 (year 2032), Design Load: HS 20, Features Intersected: MILLER CREEK, Facility Carried by Structure: TR 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 2307, Location: 1.5 MI NE OF THEBES (Lat: 37.238831, Lng: -89.429536), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 78 (year 2032), Design Load: H 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: TR 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.1 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 2307, Location: 1.5 MI NE OF THEBES (Lat: 37.238831, Lng: -89.429536), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 78 (year 2032), Design Load: H 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: TR 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.1 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 23081, Location: BEAN RIDGE ROAD (Lat: 37.233661, Lng: -89.417083), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 181 (year 2032), Design Load: HS 20, Features Intersected: TRIB SAMMONS CREEK, Facility Carried by Structure: TR 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, 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: 14.9m (48.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 23081, Location: BEAN RIDGE ROAD (Lat: 37.233661, Lng: -89.417083), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 181 (year 2032), Design Load: HS 20, Features Intersected: TRIB SAMMONS CREEK, Facility Carried by Structure: TR 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, 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: 14.9m (48.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 23083, Location: 1 MI EAST OF THEBES (Lat: 37.229875, Lng: -89.428753), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 130 (year 2032), Design Load: HS 20, Features Intersected: SAMMONS CREEK, Facility Carried by Structure: TR 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.513, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 23083, Location: 1 MI EAST OF THEBES (Lat: 37.229875, Lng: -89.428753), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 130 (year 2032), Design Load: HS 20, Features Intersected: SAMMONS CREEK, Facility Carried by Structure: TR 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.513, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 231, Location: SW1/4 SEC2 T15S R3W (Lat: 37.236792, Lng: -89.415044), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 10 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO SAMMONS CR, Facility Carried by Structure: TR 65 SCHLAMER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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 desirable 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 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 231, Location: SW1/4 SEC2 T15S R3W (Lat: 37.236792, Lng: -89.415044), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 10 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO SAMMONS CR, Facility Carried by Structure: TR 65 SCHLAMER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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 desirable 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 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 23101, Location: NE1/4 SEC27 T15S R3W (Lat: 37.189272, Lng: -89.423672), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20+Mod, Features Intersected: ORCHARD CREEK, Facility Carried by Structure: TR-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 11.9m (39.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 23101, Location: NE1/4 SEC27 T15S R3W (Lat: 37.189272, Lng: -89.423672), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20+Mod, Features Intersected: ORCHARD CREEK, Facility Carried by Structure: TR-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 11.9m (39.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 29907, Location: GALE (Lat: 37.246914, Lng: -89.446225), Route carried "under" structure: County highway , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 175 (year 2017), Truck Traffic: 7%, Features Intersected: OLD ILL RTE 3, Facility Carried by Structure: MO PAC RR
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.402, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 29907, Location: GALE (Lat: 37.246914, Lng: -89.446225), Route carried "under" structure: County highway , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 175 (year 2017), Truck Traffic: 7%, Features Intersected: OLD ILL RTE 3, Facility Carried by Structure: MO PAC RR
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.402, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft)
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Structure Number: 2991, Location: THEBES (Lat: 37.216567, Lng: -89.460581), Route carried "under" structure: City street , Year Built: 1902, Structure Length: 0. m, Average Daily Traffic: 25 (year 2017), Truck Traffic: 8%, Features Intersected: MISSISSIPPI RV, Facility Carried by Structure: UNION PACIFIC RR
Minimum Vertical Clearance: 16.76m (54.99ft), Kilometerpoint: 0.612, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 152.4m (500.0ft)
Structure Number: 2991, Location: THEBES (Lat: 37.216567, Lng: -89.460581), Route carried "under" structure: City street , Year Built: 1902, Structure Length: 0. m, Average Daily Traffic: 25 (year 2017), Truck Traffic: 8%, Features Intersected: MISSISSIPPI RV, Facility Carried by Structure: UNION PACIFIC RR
Minimum Vertical Clearance: 16.76m (54.99ft), Kilometerpoint: 0.612, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 152.4m (500.0ft)