Bridge Statistics for Orangeville, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 220ft / 66.9mTotal length
- $3,345,000Total costs
- 14,020Total average daily traffic
- 1,714Total average daily truck traffic
- 17,550Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Orangeville
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 11940-1949
- 41950-1959
- 21960-1969
- 31970-1979
- 11980-1989
- 71990-1999
- 32000-2009
- Bridge Condition - Deck
- 35.7%Very good
- 35.7%Good
- 14.3%Satisfactory
- 7.1%Poor
- 7.1%Serious
- Bridge Condition - Superstructure
- 35.7%Very good
- 42.9%Good
- 7.1%Satisfactory
- 14.3%Serious
- Bridge Condition - Substructure
- 28.6%Very good
- 42.9%Good
- 14.3%Satisfactory
- 14.3%Serious
- Bridge Condition - Channel
- 37.5%Very good
- 37.5%Good
- 20.8%Satisfactory
- 4.2%Fair
- Bridge Condition - Culverts
- 60.0%Very good
- 20.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
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Structure Number: 890017, Location: 1.2 MI N ORANGEVILLE (Lat: 42.483461, Lng: -89.652517), Route carried "on" structure: County highway , Year Built: 1929, Status: Open, Structure Length: 13.85m (45.44ft), Average Daily Traffic: 475 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: RICHLAND CK&C WIS RR, Facility Carried by Structure: OLD IL 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 6, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 30.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.1 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, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.54m (47.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,755,000, Roadway Improvement Cost: $175,000, Total Project Cost: $2,632,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 890017, Location: 1.2 MI N ORANGEVILLE (Lat: 42.483461, Lng: -89.652517), Route carried "on" structure: County highway , Year Built: 1929, Status: Open, Structure Length: 13.85m (45.44ft), Average Daily Traffic: 475 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: RICHLAND CK&C WIS RR, Facility Carried by Structure: OLD IL 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 6, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 30.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.1 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, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.54m (47.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,755,000, Roadway Improvement Cost: $175,000, Total Project Cost: $2,632,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 890018, Location: .7 MI N ORANGEVILLE (Lat: 42.480861, Lng: -89.645111), Route carried "on" structure: County highway , Year Built: 1927, Status: Posted for load, Structure Length: 1.97m (6.46ft), Average Daily Traffic: 475 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2040), Features Intersected: E BR RICHLAND CREEK, Facility Carried by Structure: OLD IL 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.299, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 11.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $312,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 890018, Location: .7 MI N ORANGEVILLE (Lat: 42.480861, Lng: -89.645111), Route carried "on" structure: County highway , Year Built: 1927, Status: Posted for load, Structure Length: 1.97m (6.46ft), Average Daily Traffic: 475 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2040), Features Intersected: E BR RICHLAND CREEK, Facility Carried by Structure: OLD IL 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.299, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 11.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $312,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 890063, Location: 0.5 MI S ORANGEVILLE (Lat: 42.457844, Lng: -89.641572), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 775 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20, Features Intersected: RICHLAND CREEK TRIB., Facility Carried by Structure: OLD IL 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.1m (62.7ft), 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: Good, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 890063, Location: 0.5 MI S ORANGEVILLE (Lat: 42.457844, Lng: -89.641572), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 775 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20, Features Intersected: RICHLAND CREEK TRIB., Facility Carried by Structure: OLD IL 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.1m (62.7ft), 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: Good, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 890064, Location: 1.7 MI S ORANGEVILLE (Lat: 42.441053, Lng: -89.639731), Route carried "on" structure: State highway 26, Year Built: 1991, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 4,900 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 6,500 (year 2040), Design Load: HS 20, Features Intersected: BRUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 215.904, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.6m (54.5ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 890064, Location: 1.7 MI S ORANGEVILLE (Lat: 42.441053, Lng: -89.639731), Route carried "on" structure: State highway 26, Year Built: 1991, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 4,900 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 6,500 (year 2040), Design Load: HS 20, Features Intersected: BRUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 215.904, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.6m (54.5ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 890071, Location: .5MI. S. ORANGEVILLE (Lat: 42.459203, Lng: -89.646072), Route carried "on" structure: State highway 26, Year Built: 2000, Status: Open, Structure Length: 16.00m (52.49ft), Average Daily Traffic: 4,000 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 218.125, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.7m (74.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 890071, Location: .5MI. S. ORANGEVILLE (Lat: 42.459203, Lng: -89.646072), Route carried "on" structure: State highway 26, Year Built: 2000, Status: Open, Structure Length: 16.00m (52.49ft), Average Daily Traffic: 4,000 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 218.125, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.7m (74.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 892015, Location: 1.5MI. S. WISC. LINE (Lat: 42.485853, Lng: -89.660311), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 475 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 450 (year 2040), Design Load: HS 20, Features Intersected: W.BR. RICHLAND CREEK, Facility Carried by Structure: OLD IL 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 892015, Location: 1.5MI. S. WISC. LINE (Lat: 42.485853, Lng: -89.660311), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 475 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 450 (year 2040), Design Load: HS 20, Features Intersected: W.BR. RICHLAND CREEK, Facility Carried by Structure: OLD IL 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 893015, Location: 3.0 MI SW ORANGEVILL (Lat: 42.426869, Lng: -89.680189), Route carried "on" structure: County highway , Year Built: 1952, Year Reconstructed: 1999, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2040), Design Load: HS 20, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: MC CONNELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.785, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $20,000, Total Project Cost: $299,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 893015, Location: 3.0 MI SW ORANGEVILL (Lat: 42.426869, Lng: -89.680189), Route carried "on" structure: County highway , Year Built: 1952, Year Reconstructed: 1999, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2040), Design Load: HS 20, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: MC CONNELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.785, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $20,000, Total Project Cost: $299,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 893033, Location: ORANGEVILLE (Lat: 42.468586, Lng: -89.648553), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 1990, Status: Open, Structure Length: 2.73m (8.96ft), Average Daily Traffic: 1,450 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: ORANGEVILLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.819, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Other
Structure Number: 893033, Location: ORANGEVILLE (Lat: 42.468586, Lng: -89.648553), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 1990, Status: Open, Structure Length: 2.73m (8.96ft), Average Daily Traffic: 1,450 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: ORANGEVILLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.819, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Other
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Structure Number: 893087, Location: 2.0 MI SE ORANGEVILL (Lat: 42.439581, Lng: -89.627767), Route carried "on" structure: County highway , Year Built: 1957, Status: Closed, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 15, Features Intersected: BRUSH CREEK, Facility Carried by Structure: WEST BABLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 893087, Location: 2.0 MI SE ORANGEVILL (Lat: 42.439581, Lng: -89.627767), Route carried "on" structure: County highway , Year Built: 1957, Status: Closed, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 15, Features Intersected: BRUSH CREEK, Facility Carried by Structure: WEST BABLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 893151, Location: 0.5 MI E OF ILL 26 (Lat: 42.438856, Lng: -89.628544), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 25 (year 2040), Features Intersected: BRUSH CREEK, Facility Carried by Structure: N SHADY VIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.7 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $7,000, Total Project Cost: $102,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 893151, Location: 0.5 MI E OF ILL 26 (Lat: 42.438856, Lng: -89.628544), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 25 (year 2040), Features Intersected: BRUSH CREEK, Facility Carried by Structure: N SHADY VIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.7 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $7,000, Total Project Cost: $102,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 893156, Location: 1.5 MI SE ORANGEVILL (Lat: 42.450578, Lng: -89.614083), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 300 (year 2040), Features Intersected: BRUSH CREEK, Facility Carried by Structure: N HENDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.938, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 27.9 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 893156, Location: 1.5 MI SE ORANGEVILL (Lat: 42.450578, Lng: -89.614083), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 300 (year 2040), Features Intersected: BRUSH CREEK, Facility Carried by Structure: N HENDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.938, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 27.9 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 89321, Location: 0.8 MI W OF ILL 26 (Lat: 42.445869, Lng: -89.657361), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: W BRUSH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 89321, Location: 0.8 MI W OF ILL 26 (Lat: 42.445869, Lng: -89.657361), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: W BRUSH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 893256, Location: 1 MI E ILL26 (Lat: 42.504364, Lng: -89.644700), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: W STATE LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 893256, Location: 1 MI E ILL26 (Lat: 42.504364, Lng: -89.644700), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: W STATE LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 893261, Location: 3.5 MI W ORANGEVILLE (Lat: 42.459422, Lng: -89.710731), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: BRANCH MUDDY CREEK, Facility Carried by Structure: ST. JAMES RD.(TR 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.8m (25.6ft)
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: 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: December 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 893261, Location: 3.5 MI W ORANGEVILLE (Lat: 42.459422, Lng: -89.710731), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: BRANCH MUDDY CREEK, Facility Carried by Structure: ST. JAMES RD.(TR 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.8m (25.6ft)
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: 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: December 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 893264, Location: 2.5 MI N ORANGEVILLE (Lat: 42.499167, Lng: -89.634494), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 28%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: E BR RICHLAND CREEK, Facility Carried by Structure: N. BOLENDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 893264, Location: 2.5 MI N ORANGEVILLE (Lat: 42.499167, Lng: -89.634494), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 28%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: E BR RICHLAND CREEK, Facility Carried by Structure: N. BOLENDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 895017, Location: 3.5 MI. E. ILL RT.26 (Lat: 42.461156, Lng: -89.580900), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 75 (year 2040), Design Load: HS 15, Features Intersected: BRUSH CREEK, Facility Carried by Structure: E. ST. JAMES RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.182, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 38.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 895017, Location: 3.5 MI. E. ILL RT.26 (Lat: 42.461156, Lng: -89.580900), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 75 (year 2040), Design Load: HS 15, Features Intersected: BRUSH CREEK, Facility Carried by Structure: E. ST. JAMES RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.182, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 38.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 895031, Location: 3.0 MI E ORANGEVILLE (Lat: 42.456231, Lng: -89.594825), Route carried "on" structure: County highway , Year Built: 1947, Status: Posted for load, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 25 (year 2040), Design Load: H 15, Features Intersected: BRUSH CREEK, Facility Carried by Structure: N. COON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: April 2021
Structure Number: 895031, Location: 3.0 MI E ORANGEVILLE (Lat: 42.456231, Lng: -89.594825), Route carried "on" structure: County highway , Year Built: 1947, Status: Posted for load, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 25 (year 2040), Design Load: H 15, Features Intersected: BRUSH CREEK, Facility Carried by Structure: N. COON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: April 2021
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Structure Number: 895062, Location: 1.5 MI N ORANGEVILLE (Lat: 42.490292, Lng: -89.634547), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 28%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 15, Features Intersected: BR OF E RICHLAND CR, Facility Carried by Structure: NORTH BOLENDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, 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: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 895062, Location: 1.5 MI N ORANGEVILLE (Lat: 42.490292, Lng: -89.634547), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 28%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 15, Features Intersected: BR OF E RICHLAND CR, Facility Carried by Structure: NORTH BOLENDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, 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: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 895066, Location: 1.0 MI N OF ONECO (Lat: 42.497131, Lng: -89.652842), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 100 (year 2040), Design Load: HS 15, Features Intersected: BR OF RICHLAND CREEK, Facility Carried by Structure: N IMOBERSTEG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, 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: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 895066, Location: 1.0 MI N OF ONECO (Lat: 42.497131, Lng: -89.652842), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 100 (year 2040), Design Load: HS 15, Features Intersected: BR OF RICHLAND CREEK, Facility Carried by Structure: N IMOBERSTEG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, 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: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 895077, Location: 2.2 MI E OF ILL 26 (Lat: 42.461231, Lng: -89.597733), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: ST JAMES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.782, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 895077, Location: 2.2 MI E OF ILL 26 (Lat: 42.461231, Lng: -89.597733), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: ST JAMES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.782, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 895109, Location: .5 MI N ROCK GRV RD (Lat: 42.482333, Lng: -89.634489), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 28%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: E. BR. RICHLAND CRK., Facility Carried by Structure: N. BOLENDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
Structure Number: 895109, Location: .5 MI N ROCK GRV RD (Lat: 42.482333, Lng: -89.634489), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 28%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: E. BR. RICHLAND CRK., Facility Carried by Structure: N. BOLENDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
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Structure Number: 895111, Location: 0.03 MI. S. WISC. LN (Lat: 42.504081, Lng: -89.615350), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 75 (year 2014), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: LITTLE RICHLAND CRK., Facility Carried by Structure: N HENDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 895111, Location: 0.03 MI. S. WISC. LN (Lat: 42.504081, Lng: -89.615350), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 75 (year 2014), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: LITTLE RICHLAND CRK., Facility Carried by Structure: N HENDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 895128, Location: 0.75MI N OF ORANGVIL (Lat: 42.482878, Lng: -89.644381), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 65%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF RICKLAN CRK, Facility Carried by Structure: N. RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
Structure Number: 895128, Location: 0.75MI N OF ORANGVIL (Lat: 42.482878, Lng: -89.644381), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 65%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF RICKLAN CRK, Facility Carried by Structure: N. RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
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Structure Number: 895132, Location: 2.0 MI SW ORANGEVILL (Lat: 42.445756, Lng: -89.673250), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 38%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20+Mod, Features Intersected: BR OF RICHLAND CREEK, Facility Carried by Structure: BRUSH CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021
Structure Number: 895132, Location: 2.0 MI SW ORANGEVILL (Lat: 42.445756, Lng: -89.673250), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 38%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20+Mod, Features Intersected: BR OF RICHLAND CREEK, Facility Carried by Structure: BRUSH CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021