Bridge Statistics for Carlyle, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 223ft / 68.5mTotal length
- 29,150Total average daily traffic
- 3,279Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Carlyle
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11920-1929
- 11930-1939
- 31960-1969
- 31970-1979
- 21980-1989
- 11990-1999
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 50.0%Very good
- 20.0%Good
- 30.0%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Very good
- 20.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- 10.0%Serious
- Bridge Condition - Substructure
- 80.0%Very good
- 20.0%Good
- Bridge Condition - Channel
- 7.7%Excellent
- 38.5%Very good
- 38.5%Good
- 15.4%Satisfactory
- Bridge Condition - Culverts
- 25.0%Very good
- 25.0%Good
- 50.0%Satisfactory
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Structure Number: 140033, Location: 2.5 M SE CARLYLE (Lat: 38.577103, Lng: -89.371097), Route carried "on" structure: State highway 127, Year Built: 2015, Status: Open, Structure Length: 35.26m (115.68ft), Average Daily Traffic: 3,750 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 4,500 (year 2033), Design Load: HS 25 or greater, Features Intersected: KASKASKIA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.163, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 140033, Location: 2.5 M SE CARLYLE (Lat: 38.577103, Lng: -89.371097), Route carried "on" structure: State highway 127, Year Built: 2015, Status: Open, Structure Length: 35.26m (115.68ft), Average Daily Traffic: 3,750 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 4,500 (year 2033), Design Load: HS 25 or greater, Features Intersected: KASKASKIA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.163, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 140056, Location: 1.5 MI W OF CARLYLE (Lat: 38.623950, Lng: -89.400808), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 311 (year 2032), Design Load: HS 15, Features Intersected: US 50, Facility Carried by Structure: FLAT BRANCH RD-TR1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.817, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 140056, Location: 1.5 MI W OF CARLYLE (Lat: 38.623950, Lng: -89.400808), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 311 (year 2032), Design Load: HS 15, Features Intersected: US 50, Facility Carried by Structure: FLAT BRANCH RD-TR1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.817, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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
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Structure Number: 140064, Location: 4.0 M N CARLYLE (Lat: 38.702936, Lng: -89.372036), Route carried "on" structure: State highway 127, Year Built: 1980, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 3,700 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 3,467 (year 2032), Design Load: HS 20, Features Intersected: N Trb to Flat Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 186.132, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 96.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.9 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 140064, Location: 4.0 M N CARLYLE (Lat: 38.702936, Lng: -89.372036), Route carried "on" structure: State highway 127, Year Built: 1980, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 3,700 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 3,467 (year 2032), Design Load: HS 20, Features Intersected: N Trb to Flat Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 186.132, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 96.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.9 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 142005, Location: 2.8 M S OF BOND CO L (Lat: 38.700611, Lng: -89.372047), Route carried "on" structure: State highway 127, Year Built: 1937, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 3,700 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 3,467 (year 2032), Features Intersected: Mid Trib Flat Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 185.874, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 57.7 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021
Structure Number: 142005, Location: 2.8 M S OF BOND CO L (Lat: 38.700611, Lng: -89.372047), Route carried "on" structure: State highway 127, Year Built: 1937, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 3,700 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 3,467 (year 2032), Features Intersected: Mid Trib Flat Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 185.874, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 57.7 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021
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Structure Number: 142007, Location: 1.1 MI E BECKEMEYER (Lat: 38.609467, Lng: -89.408228), Route carried "on" structure: County highway , Year Built: 1922, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,763 (year 2032), Features Intersected: E Trib to Beaver Crk, Facility Carried by Structure: OLD US 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: Satisfactory, Culverts: 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: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 142007, Location: 1.1 MI E BECKEMEYER (Lat: 38.609467, Lng: -89.408228), Route carried "on" structure: County highway , Year Built: 1922, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,763 (year 2032), Features Intersected: E Trib to Beaver Crk, Facility Carried by Structure: OLD US 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: Satisfactory, Culverts: 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: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 142472, Location: 1 MI E BECKEMEYER RD (Lat: 38.623803, Lng: -89.410828), Route carried "on" structure: US 50, Year Built: 1986, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 5,100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 5,668 (year 2038), Design Load: HS 20, Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.013, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021
Structure Number: 142472, Location: 1 MI E BECKEMEYER RD (Lat: 38.623803, Lng: -89.410828), Route carried "on" structure: US 50, Year Built: 1986, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 5,100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 5,668 (year 2038), Design Load: HS 20, Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.013, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021
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Structure Number: 14301, Location: 1.0 MI N CARLYLE (Lat: 38.637956, Lng: -89.360719), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 932 (year 2032), Design Load: HS 15, Features Intersected: BOND BRANCH, Facility Carried by Structure: FAS 1781
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Good, Channel: Very good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 14301, Location: 1.0 MI N CARLYLE (Lat: 38.637956, Lng: -89.360719), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 932 (year 2032), Design Load: HS 15, Features Intersected: BOND BRANCH, Facility Carried by Structure: FAS 1781
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Good, Channel: Very good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 143011, Location: 0.3 MI W HAZLET PARK (Lat: 38.673569, Lng: -89.337525), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 325 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 466 (year 2032), Design Load: HS 15, Features Intersected: LUEBBERS BRANCH, Facility Carried by Structure: FAS 1781
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.692, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 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: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 143011, Location: 0.3 MI W HAZLET PARK (Lat: 38.673569, Lng: -89.337525), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 325 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 466 (year 2032), Design Load: HS 15, Features Intersected: LUEBBERS BRANCH, Facility Carried by Structure: FAS 1781
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.692, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 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: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 144021, Location: .75 MW OF FAP 117 (Lat: 38.574694, Lng: -89.396083), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 1980, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 336 (year 2032), Design Load: HS 20, Features Intersected: STONE QUARRY CREEK, Facility Carried by Structure: CAMP JOY RD/TR 134
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 16.5m (54.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel, Deck Protection: Other
Structure Number: 144021, Location: .75 MW OF FAP 117 (Lat: 38.574694, Lng: -89.396083), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 1980, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 336 (year 2032), Design Load: HS 20, Features Intersected: STONE QUARRY CREEK, Facility Carried by Structure: CAMP JOY RD/TR 134
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 16.5m (54.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel, Deck Protection: Other
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Structure Number: 144033, Location: VAREL RD (Lat: 38.645581, Lng: -89.414747), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 129 (year 2032), Design Load: HS 20, Features Intersected: BEAVER CREEK BRANCH, Facility Carried by Structure: TR 124/VAREL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 144033, Location: VAREL RD (Lat: 38.645581, Lng: -89.414747), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 129 (year 2032), Design Load: HS 20, Features Intersected: BEAVER CREEK BRANCH, Facility Carried by Structure: TR 124/VAREL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 145005, Location: 2 MI SW MARYDALE (Lat: 38.687750, Lng: -89.399797), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 155 (year 2032), Design Load: HS 20, Features Intersected: FLAT BRANCH CREEK, Facility Carried by Structure: TR 126/FLAT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: 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 minimum 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
Structure Number: 145005, Location: 2 MI SW MARYDALE (Lat: 38.687750, Lng: -89.399797), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 155 (year 2032), Design Load: HS 20, Features Intersected: FLAT BRANCH CREEK, Facility Carried by Structure: TR 126/FLAT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: 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 minimum 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
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Structure Number: 145111, Location: 3.5 MI W OF ILL 127 (Lat: 38.668208, Lng: -89.426564), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 5.53m (18.14ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 259 (year 2032), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: WRINGE RD. CH 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
Structure Number: 145111, Location: 3.5 MI W OF ILL 127 (Lat: 38.668208, Lng: -89.426564), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 5.53m (18.14ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 259 (year 2032), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: WRINGE RD. CH 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
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Structure Number: 145112, Location: 2 Mi NW of Carlyle (Lat: 38.668267, Lng: -89.422714), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 259 (year 2032), Design Load: HS 25 or greater, Features Intersected: Trib. to Beaver Cr, Facility Carried by Structure: Wringe Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), 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: Very good, 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: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
Structure Number: 145112, Location: 2 Mi NW of Carlyle (Lat: 38.668267, Lng: -89.422714), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 259 (year 2032), Design Load: HS 25 or greater, Features Intersected: Trib. to Beaver Cr, Facility Carried by Structure: Wringe Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), 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: Very good, 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: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
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Structure Number: 145113, Location: 2M WEST OF CARLYLE (Lat: 38.664828, Lng: -89.414100), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 233 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO BEAVER CREEK, Facility Carried by Structure: CH9 WRINGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.283, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), 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: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
Structure Number: 145113, Location: 2M WEST OF CARLYLE (Lat: 38.664828, Lng: -89.414100), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 233 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO BEAVER CREEK, Facility Carried by Structure: CH9 WRINGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.283, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), 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: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
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Structure Number: 140056, Location: 1.5 MI W OF CARLYLE (Lat: 38.623950, Lng: -89.400808), Route carried "under" structure: US 50, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 5,100 (year 2021), Truck Traffic: 10%, Features Intersected: US 50, Facility Carried by Structure: FLAT BRANCH RD-TR1
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 88.882, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 140056, Location: 1.5 MI W OF CARLYLE (Lat: 38.623950, Lng: -89.400808), Route carried "under" structure: US 50, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 5,100 (year 2021), Truck Traffic: 10%, Features Intersected: US 50, Facility Carried by Structure: FLAT BRANCH RD-TR1
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 88.882, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
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Structure Number: 149901, Location: E FISH HATCHERY (Lat: 38.605228, Lng: -89.346361), Route carried "under" structure: County highway , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 300 (year 2020), Truck Traffic: 10%, Features Intersected: TR 137, Facility Carried by Structure: B&O RR
Minimum Vertical Clearance: 3.78m (12.40ft), Kilometerpoint: 0.274, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 8.2m (26.9ft)
Structure Number: 149901, Location: E FISH HATCHERY (Lat: 38.605228, Lng: -89.346361), Route carried "under" structure: County highway , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 300 (year 2020), Truck Traffic: 10%, Features Intersected: TR 137, Facility Carried by Structure: B&O RR
Minimum Vertical Clearance: 3.78m (12.40ft), Kilometerpoint: 0.274, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 8.2m (26.9ft)