Bridge Statistics for Wyoming, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 213ft / 64.9mTotal length
- $938,000Total costs
- 6,670Total average daily traffic
- 1,204Total average daily truck traffic
- 7,435Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Wyoming
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11950-1959
- 21960-1969
- 21970-1979
- 61980-1989
- 11990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 15.4%Very good
- 30.8%Good
- 30.8%Satisfactory
- 7.7%Fair
- 7.7%Poor
- 7.7%Serious
- Bridge Condition - Superstructure
- 15.4%Very good
- 38.5%Good
- 15.4%Satisfactory
- 15.4%Fair
- 15.4%Serious
- Bridge Condition - Substructure
- 15.4%Very good
- 30.8%Good
- 7.7%Satisfactory
- 15.4%Fair
- 30.8%Poor
- Bridge Condition - Channel
- 18.8%Very good
- 37.5%Good
- 25.0%Satisfactory
- 18.8%Poor
- Bridge Condition - Culverts
- 66.7%Very good
- 33.3%Good
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Structure Number: 880002, Location: .6 MI W OF WYOMING (Lat: 41.063322, Lng: -89.795972), Route carried "on" structure: State highway 17, Year Built: 1924, Year Reconstructed: 1984, Status: Temporarily open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 1,750 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,770 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.382, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Poor, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 9.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2021, Underwater Inspection Date: July 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 880002, Location: .6 MI W OF WYOMING (Lat: 41.063322, Lng: -89.795972), Route carried "on" structure: State highway 17, Year Built: 1924, Year Reconstructed: 1984, Status: Temporarily open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 1,750 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,770 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.382, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Poor, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 9.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2021, Underwater Inspection Date: July 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 88002, Location: 6 MI N OF PRINCEVLLE (Lat: 41.009533, Lng: -89.754289), Route carried "on" structure: State highway 91, Year Built: 1984, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 1,700 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,874 (year 2032), Design Load: HS 20, Features Intersected: CAMP RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.763, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 88002, Location: 6 MI N OF PRINCEVLLE (Lat: 41.009533, Lng: -89.754289), Route carried "on" structure: State highway 91, Year Built: 1984, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 1,700 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,874 (year 2032), Design Load: HS 20, Features Intersected: CAMP RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.763, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 883113, Location: NW COR-17-T12NR7E (Lat: 41.031986, Lng: -89.733308), Route carried "on" structure: County highway , Year Built: 1959, Status: Temporarily open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 900 (year 2018), Truck Traffic: 37%, Average Future Daily Traffic: 1,041 (year 2032), Design Load: HS 15, Features Intersected: CAMP RUN CREEK, Facility Carried by Structure: FAS 1372-CH 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Poor, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: November 2019, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 883113, Location: NW COR-17-T12NR7E (Lat: 41.031986, Lng: -89.733308), Route carried "on" structure: County highway , Year Built: 1959, Status: Temporarily open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 900 (year 2018), Truck Traffic: 37%, Average Future Daily Traffic: 1,041 (year 2032), Design Load: HS 15, Features Intersected: CAMP RUN CREEK, Facility Carried by Structure: FAS 1372-CH 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Poor, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: November 2019, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 883211, Location: NE-11-T13NR6E (Lat: 41.134453, Lng: -89.778672), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 3.52m (11.55ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 260 (year 2032), Design Load: HS 20, Features Intersected: JACK CREEK, Facility Carried by Structure: FAS 375-CH 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.775, 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: 16.5m (54.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 883211, Location: NE-11-T13NR6E (Lat: 41.134453, Lng: -89.778672), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 3.52m (11.55ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 260 (year 2032), Design Load: HS 20, Features Intersected: JACK CREEK, Facility Carried by Structure: FAS 375-CH 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.775, 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: 16.5m (54.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 883307, Location: SW-13-T12NR6E (Lat: 41.018200, Lng: -89.769706), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.26m (23.82ft), Average Daily Traffic: 275 (year 2018), Truck Traffic: 29%, Average Future Daily Traffic: 312 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER, Facility Carried by Structure: FAS 1378-CH 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.637, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 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: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 883307, Location: SW-13-T12NR6E (Lat: 41.018200, Lng: -89.769706), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.26m (23.82ft), Average Daily Traffic: 275 (year 2018), Truck Traffic: 29%, Average Future Daily Traffic: 312 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER, Facility Carried by Structure: FAS 1378-CH 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.637, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 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: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 88331, Location: CTR-14-T12NR6E (Lat: 41.027028, Lng: -89.782739), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 24%, Average Future Daily Traffic: 338 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER, Facility Carried by Structure: CH 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.8 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: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 88331, Location: CTR-14-T12NR6E (Lat: 41.027028, Lng: -89.782739), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 24%, Average Future Daily Traffic: 338 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER, Facility Carried by Structure: CH 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.8 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: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 88341, Location: S.CTR-23-T12NR6E (Lat: 41.008383, Lng: -89.782792), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 26%, Average Future Daily Traffic: 208 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER, Facility Carried by Structure: FAS 1378-CH 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 88341, Location: S.CTR-23-T12NR6E (Lat: 41.008383, Lng: -89.782792), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 26%, Average Future Daily Traffic: 208 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER, Facility Carried by Structure: FAS 1378-CH 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 883411, Location: NW 1/4 Sec 18RTET13N (Lat: 41.113356, Lng: -89.750408), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 28%, Average Future Daily Traffic: 400 (year 2030), Design Load: HS 25 or greater, Features Intersected: Spoon River Trib., Facility Carried by Structure: FAS-375 (CH-11)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.442, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018
Structure Number: 883411, Location: NW 1/4 Sec 18RTET13N (Lat: 41.113356, Lng: -89.750408), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 28%, Average Future Daily Traffic: 400 (year 2030), Design Load: HS 25 or greater, Features Intersected: Spoon River Trib., Facility Carried by Structure: FAS-375 (CH-11)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.442, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018
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Structure Number: 883511, Location: SW 1/4 Sec 19R7ET13N (Lat: 41.091628, Lng: -89.750622), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 28%, Average Future Daily Traffic: 400 (year 2030), Design Load: HS 25 or greater, Features Intersected: Spoon River, Facility Carried by Structure: FAS-375 (CH-11)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.856, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018
Structure Number: 883511, Location: SW 1/4 Sec 19R7ET13N (Lat: 41.091628, Lng: -89.750622), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 28%, Average Future Daily Traffic: 400 (year 2030), Design Load: HS 25 or greater, Features Intersected: Spoon River, Facility Carried by Structure: FAS-375 (CH-11)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.856, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018
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Structure Number: 884605, Location: E.CTR-10-T12N,RGE (Lat: 41.040311, Lng: -89.795003), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 182 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER, Facility Carried by Structure: TR 141
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.148, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 884605, Location: E.CTR-10-T12N,RGE (Lat: 41.040311, Lng: -89.795003), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 182 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER, Facility Carried by Structure: TR 141
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.148, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 885405, Location: NE COR-26-T13NR6E (Lat: 41.090561, Lng: -89.776258), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 225 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 260 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER, Facility Carried by Structure: TR 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.407, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 885405, Location: NE COR-26-T13NR6E (Lat: 41.090561, Lng: -89.776258), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 225 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 260 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER, Facility Carried by Structure: TR 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.407, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 885614, Location: N.CTR-9-T12NR7E (Lat: 41.046539, Lng: -89.708100), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 15, Features Intersected: CAMP RUN, Facility Carried by Structure: TR 135
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.456, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 885614, Location: N.CTR-9-T12NR7E (Lat: 41.046539, Lng: -89.708100), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 15, Features Intersected: CAMP RUN, Facility Carried by Structure: TR 135
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.456, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 885617, Location: NW-9-T12NR7E (Lat: 41.046472, Lng: -89.710431), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: CAMP RUN, Facility Carried by Structure: TR 135
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.262, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.8 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 885617, Location: NW-9-T12NR7E (Lat: 41.046472, Lng: -89.710431), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: CAMP RUN, Facility Carried by Structure: TR 135
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.262, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.8 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 885619, Location: E.CTR-8-T12NR7E (Lat: 41.039831, Lng: -89.716078), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 41%, Average Future Daily Traffic: 130 (year 2032), Design Load: HS 20, Features Intersected: CAMP RUN, Facility Carried by Structure: TR 124
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.959, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: Febuary 2020
Structure Number: 885619, Location: E.CTR-8-T12NR7E (Lat: 41.039831, Lng: -89.716078), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 41%, Average Future Daily Traffic: 130 (year 2032), Design Load: HS 20, Features Intersected: CAMP RUN, Facility Carried by Structure: TR 124
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.959, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: Febuary 2020
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Structure Number: 885625, Location: SW COR-1-T12NR7E (Lat: 41.017422, Lng: -89.734492), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 104 (year 2032), Design Load: HS 20, Features Intersected: CAMP RUN, Facility Carried by Structure: TR 151
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 885625, Location: SW COR-1-T12NR7E (Lat: 41.017422, Lng: -89.734492), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 104 (year 2032), Design Load: HS 20, Features Intersected: CAMP RUN, Facility Carried by Structure: TR 151
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 885641, Location: E.CTR-19-T12NR7E (Lat: 41.009403, Lng: -89.735081), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 6.45m (21.16ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: TR 116
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 53.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 885641, Location: E.CTR-19-T12NR7E (Lat: 41.009403, Lng: -89.735081), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 6.45m (21.16ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: TR 116
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 53.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Precast Panels