Bridge Statistics for Breese, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 328ft / 100mTotal length
- $4,671,000Total costs
- 58,475Total average daily traffic
- 7,898Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Breese
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11920-1929
- 11960-1969
- 61970-1979
- 41980-1989
- 31990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 44.4%Very good
- 44.4%Good
- 11.1%Satisfactory
- Bridge Condition - Superstructure
- 22.2%Very good
- 33.3%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 22.2%Very good
- 55.6%Good
- 22.2%Satisfactory
- Bridge Condition - Channel
- 10.0%Excellent
- 60.0%Good
- 30.0%Satisfactory
- Bridge Condition - Culverts
- 20.0%Very good
- 40.0%Good
- 40.0%Satisfactory
Find on map >> Show street view
Structure Number: 140054, Location: 7 MI E OF TRENTON (Lat: 38.619856, Lng: -89.553800), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 3,800 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,053 (year 2032), Design Load: HS 20, Features Intersected: US 50, Facility Carried by Structure: ST ROSE ROAD-FAS 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.465, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.8 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, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 140054, Location: 7 MI E OF TRENTON (Lat: 38.619856, Lng: -89.553800), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 3,800 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,053 (year 2032), Design Load: HS 20, Features Intersected: US 50, Facility Carried by Structure: ST ROSE ROAD-FAS 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.465, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.8 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, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 140055, Location: 6 MI W OF CARLYLE (Lat: 38.623706, Lng: -89.479264), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 155 (year 2032), Design Load: HS 15, Features Intersected: US 50, Facility Carried by Structure: TR 90 FROGTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.313, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 140055, Location: 6 MI W OF CARLYLE (Lat: 38.623706, Lng: -89.479264), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 155 (year 2032), Design Load: HS 15, Features Intersected: US 50, Facility Carried by Structure: TR 90 FROGTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.313, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 140058, Location: 2.5 MI E OF BREESE (Lat: 38.621517, Lng: -89.485639), Route carried "on" structure: US 50, Year Built: 1973, Status: Open, Structure Length: 36.12m (118.50ft), Average Daily Traffic: 5,000 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 6,262 (year 2032), Design Load: HS 20, Features Intersected: SHOAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.431, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.5 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: Superior 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: July 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 140058, Location: 2.5 MI E OF BREESE (Lat: 38.621517, Lng: -89.485639), Route carried "on" structure: US 50, Year Built: 1973, Status: Open, Structure Length: 36.12m (118.50ft), Average Daily Traffic: 5,000 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 6,262 (year 2032), Design Load: HS 20, Features Intersected: SHOAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.431, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.5 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: Superior 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: July 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 140062, Location: 1.7 M E BREESE (Lat: 38.609689, Lng: -89.495111), Route carried "on" structure: County highway , Year Built: 1923, Year Reconstructed: 2007, Status: Open, Structure Length: 25.73m (84.42ft), Average Daily Traffic: 4,350 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 5,693 (year 2032), Design Load: HS 20, Features Intersected: SHOAL CREEK, Facility Carried by Structure: OLD US 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.539, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 12, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 51.5 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.73m (84.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $4,279,000, Roadway Improvement Cost: $192,000, Total Project Cost: $4,471,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 140062, Location: 1.7 M E BREESE (Lat: 38.609689, Lng: -89.495111), Route carried "on" structure: County highway , Year Built: 1923, Year Reconstructed: 2007, Status: Open, Structure Length: 25.73m (84.42ft), Average Daily Traffic: 4,350 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 5,693 (year 2032), Design Load: HS 20, Features Intersected: SHOAL CREEK, Facility Carried by Structure: OLD US 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.539, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 12, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 51.5 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.73m (84.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $4,279,000, Roadway Improvement Cost: $192,000, Total Project Cost: $4,471,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 140066, Location: AT BREESE (Lat: 38.621764, Lng: -89.525725), Route carried "on" structure: US 50, Year Built: 1985, Status: Open, Structure Length: 3.28m (10.76ft), Average Daily Traffic: 5,000 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 3,131 (year 2032), Design Load: HS 20, Features Intersected: CH 11-N WALNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.922, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 140066, Location: AT BREESE (Lat: 38.621764, Lng: -89.525725), Route carried "on" structure: US 50, Year Built: 1985, Status: Open, Structure Length: 3.28m (10.76ft), Average Daily Traffic: 5,000 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 3,131 (year 2032), Design Load: HS 20, Features Intersected: CH 11-N WALNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.922, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 140067, Location: AT BREESE (Lat: 38.621769, Lng: -89.525881), Route carried "on" structure: US 50, Year Built: 1985, Status: Open, Structure Length: 3.28m (10.76ft), Average Daily Traffic: 5,100 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 3,881 (year 2032), Design Load: HS 20, Features Intersected: CH 11-N WALNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.906, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 140067, Location: AT BREESE (Lat: 38.621769, Lng: -89.525881), Route carried "on" structure: US 50, Year Built: 1985, Status: Open, Structure Length: 3.28m (10.76ft), Average Daily Traffic: 5,100 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 3,881 (year 2032), Design Load: HS 20, Features Intersected: CH 11-N WALNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.906, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 142021, Location: .2MI E OF BREESE (Lat: 38.610228, Lng: -89.513519), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 6,935 (year 2032), Design Load: HS 20, Features Intersected: EAST BREESE CREEK, Facility Carried by Structure: OLD US 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.930, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 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 desirable 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 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142021, Location: .2MI E OF BREESE (Lat: 38.610228, Lng: -89.513519), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 6,935 (year 2032), Design Load: HS 20, Features Intersected: EAST BREESE CREEK, Facility Carried by Structure: OLD US 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.930, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 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 desirable 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 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 143047, Location: 2 MI NW BREESE (Lat: 38.634147, Lng: -89.572300), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: LAKE BRANCH, Facility Carried by Structure: TR 56/LAKE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.382, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, 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: 6.3m (20.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 143047, Location: 2 MI NW BREESE (Lat: 38.634147, Lng: -89.572300), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: LAKE BRANCH, Facility Carried by Structure: TR 56/LAKE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.382, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, 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: 6.3m (20.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 144034, Location: 1.25 S OF BREESE (Lat: 38.580753, Lng: -89.500875), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 325 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 233 (year 2032), Design Load: HS 20, Features Intersected: SHOAL CREEK, Facility Carried by Structure: HIGH LINE RD/TR 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.350, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 144034, Location: 1.25 S OF BREESE (Lat: 38.580753, Lng: -89.500875), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 325 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 233 (year 2032), Design Load: HS 20, Features Intersected: SHOAL CREEK, Facility Carried by Structure: HIGH LINE RD/TR 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.350, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Find on map >> Show street view
Structure Number: 144059, Location: 2 Mi N of Breese (Lat: 38.646644, Lng: -89.508075), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 725 (year 2032), Design Load: HS 25 or greater, Features Intersected: Shoal Creek, Facility Carried by Structure: TR 109 Old State R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
Structure Number: 144059, Location: 2 Mi N of Breese (Lat: 38.646644, Lng: -89.508075), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 725 (year 2032), Design Load: HS 25 or greater, Features Intersected: Shoal Creek, Facility Carried by Structure: TR 109 Old State R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
Find on map >> Show street view
Structure Number: 145003, Location: NO HOPPY HOLTGRAVE (Lat: 38.664989, Lng: -89.516925), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 1,450 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,656 (year 2032), Design Load: HS 15, Features Intersected: QUARRY DITCH, Facility Carried by Structure: JAMESTOWN RD/CH 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.610, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 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: 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: June 2021
Structure Number: 145003, Location: NO HOPPY HOLTGRAVE (Lat: 38.664989, Lng: -89.516925), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 1,450 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,656 (year 2032), Design Load: HS 15, Features Intersected: QUARRY DITCH, Facility Carried by Structure: JAMESTOWN RD/CH 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.610, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 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: 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: June 2021
Find on map >> Show street view
Structure Number: 145008, Location: 1590 ST. ROSE RD. (Lat: 38.653456, Lng: -89.553769), Route carried "on" structure: County highway , Year Built: 1901, Year Reconstructed: 1974, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,200 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,726 (year 2032), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: ST. ROSE RD/FAS 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.748, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $18,000, Total Project Cost: $200,000
Structure Number: 145008, Location: 1590 ST. ROSE RD. (Lat: 38.653456, Lng: -89.553769), Route carried "on" structure: County highway , Year Built: 1901, Year Reconstructed: 1974, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,200 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,726 (year 2032), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: ST. ROSE RD/FAS 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.748, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $18,000, Total Project Cost: $200,000
Find on map >> Show street view
Structure Number: 146101, Location: SO 4TH ST (Lat: 38.603081, Lng: -89.533753), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 850 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,087 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: SO 4TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 146101, Location: SO 4TH ST (Lat: 38.603081, Lng: -89.533753), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 850 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,087 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: SO 4TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 146102, Location: BREESE (Lat: 38.606119, Lng: -89.533933), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 34%, Average Future Daily Traffic: 414 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO SHOAL CREEK, Facility Carried by Structure: OLD CARLYLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 146102, Location: BREESE (Lat: 38.606119, Lng: -89.533933), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 34%, Average Future Daily Traffic: 414 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO SHOAL CREEK, Facility Carried by Structure: OLD CARLYLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 140054, Location: 7 MI E OF TRENTON (Lat: 38.619711, Lng: -89.553800), Route carried "under" structure: US 50, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 5,100 (year 2021), Truck Traffic: 19%, Features Intersected: US 50, Facility Carried by Structure: ST ROSE ROAD-FAS 7
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 75.428, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 140054, Location: 7 MI E OF TRENTON (Lat: 38.619711, Lng: -89.553800), Route carried "under" structure: US 50, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 5,100 (year 2021), Truck Traffic: 19%, Features Intersected: US 50, Facility Carried by Structure: ST ROSE ROAD-FAS 7
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 75.428, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Find on map >> Show street view
Structure Number: 140055, Location: 6 MI W OF CARLYLE (Lat: 38.623419, Lng: -89.479261), Route carried "under" structure: US 50, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2021), Truck Traffic: 20%, Features Intersected: US 50, Facility Carried by Structure: TR 90 FROGTOWN RD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 82.026, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
Structure Number: 140055, Location: 6 MI W OF CARLYLE (Lat: 38.623419, Lng: -89.479261), Route carried "under" structure: US 50, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2021), Truck Traffic: 20%, Features Intersected: US 50, Facility Carried by Structure: TR 90 FROGTOWN RD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 82.026, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
Find on map >> Show street view
Structure Number: 140066, Location: AT BREESE (Lat: 38.621764, Lng: -89.525725), Route carried "under" structure: County highway , Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 6,050 (year 2020), Truck Traffic: 6%, Features Intersected: CH 11-N WALNUT ST, Facility Carried by Structure: US 50 EB
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 2.784, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)
Structure Number: 140066, Location: AT BREESE (Lat: 38.621764, Lng: -89.525725), Route carried "under" structure: County highway , Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 6,050 (year 2020), Truck Traffic: 6%, Features Intersected: CH 11-N WALNUT ST, Facility Carried by Structure: US 50 EB
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 2.784, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)
Find on map >> Show street view
Structure Number: 140067, Location: AT BREESE (Lat: 38.621611, Lng: -89.525731), Route carried "under" structure: County highway , Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 6,050 (year 2020), Truck Traffic: 6%, Features Intersected: CH 11-N WALNUT ST, Facility Carried by Structure: US 50 WB
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 2.800, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)
Structure Number: 140067, Location: AT BREESE (Lat: 38.621611, Lng: -89.525731), Route carried "under" structure: County highway , Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 6,050 (year 2020), Truck Traffic: 6%, Features Intersected: CH 11-N WALNUT ST, Facility Carried by Structure: US 50 WB
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 2.800, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)