Bridge Statistics for Potomac, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 220ft / 67.2mTotal length
- 6,545Total average daily traffic
- 847Total average daily truck traffic
- 9,515Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Potomac
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 21940-1949
- 21970-1979
- 61980-1989
- 31990-1999
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 11.1%Very good
- 22.2%Good
- 61.1%Satisfactory
- 5.6%Poor
- Bridge Condition - Superstructure
- 16.7%Very good
- 16.7%Good
- 61.1%Satisfactory
- 5.6%Fair
- Bridge Condition - Substructure
- 50.0%Very good
- 27.8%Good
- 16.7%Satisfactory
- 5.6%Fair
- Bridge Condition - Channel
- 9.5%Very good
- 33.3%Good
- 47.6%Satisfactory
- 9.5%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 920072, Location: 0.5 MI N OF POTOMAC (Lat: 40.322019, Lng: -87.801078), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1990, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 616 (year 2032), Design Load: HS 20, Features Intersected: BLUEGRASS CREEK, Facility Carried by Structure: FAS 331(CH 10)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.459, Lanes on structure: 2, Owner: County 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: 2, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 920072, Location: 0.5 MI N OF POTOMAC (Lat: 40.322019, Lng: -87.801078), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1990, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 616 (year 2032), Design Load: HS 20, Features Intersected: BLUEGRASS CREEK, Facility Carried by Structure: FAS 331(CH 10)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.459, Lanes on structure: 2, Owner: County 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: 2, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 920113, Location: 1 MI SE ARMSTRONG (Lat: 40.292781, Lng: -87.865569), Route carried "on" structure: County highway , Year Built: 1943, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 205 (year 2032), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: TR 42 A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.699, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 920113, Location: 1 MI SE ARMSTRONG (Lat: 40.292781, Lng: -87.865569), Route carried "on" structure: County highway , Year Built: 1943, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 205 (year 2032), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: TR 42 A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.699, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 920132, Location: 1.5 MI N OF POTOMAC (Lat: 40.337539, Lng: -87.801578), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 411 (year 2032), Features Intersected: STREAM, Facility Carried by Structure: FAS 331(CH 10)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.737, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 28.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 920132, Location: 1.5 MI N OF POTOMAC (Lat: 40.337539, Lng: -87.801578), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 411 (year 2032), Features Intersected: STREAM, Facility Carried by Structure: FAS 331(CH 10)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.737, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 28.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 920181, Location: 1 MI E OF POTOMAC (Lat: 40.300381, Lng: -87.779869), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 154 (year 2032), Design Load: HS 20+Mod, Features Intersected: BEAN CREEK, Facility Carried by Structure: TR 140
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.683, 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: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method 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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 920181, Location: 1 MI E OF POTOMAC (Lat: 40.300381, Lng: -87.779869), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 154 (year 2032), Design Load: HS 20+Mod, Features Intersected: BEAN CREEK, Facility Carried by Structure: TR 140
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.683, 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: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method 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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 9202, Location: EAST EDGE OF PATOMAC (Lat: 40.304481, Lng: -87.794619), Route carried "on" structure: US 136, Year Built: 2005, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 2,465 (year 2032), Design Load: HS 20, Features Intersected: BLUE GRASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 322.842, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9202, Location: EAST EDGE OF PATOMAC (Lat: 40.304481, Lng: -87.794619), Route carried "on" structure: US 136, Year Built: 2005, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 2,465 (year 2032), Design Load: HS 20, Features Intersected: BLUE GRASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 322.842, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 920201, Location: 1 MILE E OF POTOMAC (Lat: 40.300761, Lng: -87.777528), Route carried "on" structure: US 136, Year Built: 2005, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 2,465 (year 2032), Design Load: HS 20, Features Intersected: BEAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 324.371, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.2 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: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 920201, Location: 1 MILE E OF POTOMAC (Lat: 40.300761, Lng: -87.777528), Route carried "on" structure: US 136, Year Built: 2005, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 2,465 (year 2032), Design Load: HS 20, Features Intersected: BEAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 324.371, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.2 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: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 922006, Location: 1.8 MI S OF POTOMAC (Lat: 40.275628, Lng: -87.804883), Route carried "on" structure: County highway , Year Built: 1932, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 565 (year 2032), Features Intersected: KNIGHTS BRANCH, Facility Carried by Structure: FAS 331(CH 10)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.705, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 922006, Location: 1.8 MI S OF POTOMAC (Lat: 40.275628, Lng: -87.804883), Route carried "on" structure: County highway , Year Built: 1932, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 565 (year 2032), Features Intersected: KNIGHTS BRANCH, Facility Carried by Structure: FAS 331(CH 10)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.705, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 922007, Location: 1.5 MI N OF COLLISON (Lat: 40.246764, Lng: -87.804419), Route carried "on" structure: County highway , Year Built: 1932, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 565 (year 2032), Features Intersected: STREAM, Facility Carried by Structure: FAS 331(CH 10)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.907, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 922007, Location: 1.5 MI N OF COLLISON (Lat: 40.246764, Lng: -87.804419), Route carried "on" structure: County highway , Year Built: 1932, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 565 (year 2032), Features Intersected: STREAM, Facility Carried by Structure: FAS 331(CH 10)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.907, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 92308, Location: 3 MI NE POTOMAC (Lat: 40.329039, Lng: -87.762986), Route carried "on" structure: County highway , Year Built: 1944, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 61 (year 2032), Design Load: H 15, Features Intersected: BEAN CREEK, Facility Carried by Structure: TR 81
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 11.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 6.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 92308, Location: 3 MI NE POTOMAC (Lat: 40.329039, Lng: -87.762986), Route carried "on" structure: County highway , Year Built: 1944, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 61 (year 2032), Design Load: H 15, Features Intersected: BEAN CREEK, Facility Carried by Structure: TR 81
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 11.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 6.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 923297, Location: 3.5 MI SW POTOMAC (Lat: 40.258156, Lng: -87.823789), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 61 (year 2032), Design Load: HS 20, Features Intersected: KNIGHTS BRANCH, Facility Carried by Structure: TR 74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.582, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 923297, Location: 3.5 MI SW POTOMAC (Lat: 40.258156, Lng: -87.823789), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 61 (year 2032), Design Load: HS 20, Features Intersected: KNIGHTS BRANCH, Facility Carried by Structure: TR 74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.582, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 923301, Location: .5 MI S OF POTOMAC (Lat: 40.298336, Lng: -87.800397), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 11.52m (37.80ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 822 (year 2032), Design Load: HS 20+Mod, Features Intersected: MIDDLEFORK VERMILION, Facility Carried by Structure: FAS 331(CH 10)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.146, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 923301, Location: .5 MI S OF POTOMAC (Lat: 40.298336, Lng: -87.800397), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 11.52m (37.80ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 822 (year 2032), Design Load: HS 20+Mod, Features Intersected: MIDDLEFORK VERMILION, Facility Carried by Structure: FAS 331(CH 10)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.146, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 923338, Location: 2 MI NE POTOMAC (Lat: 40.321803, Lng: -87.757150), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 103 (year 2032), Design Load: HS 20, Features Intersected: BEAN CREEK, Facility Carried by Structure: TR 174
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.063, 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: 16.5m (54.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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 minimum criteria, 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 923338, Location: 2 MI NE POTOMAC (Lat: 40.321803, Lng: -87.757150), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 103 (year 2032), Design Load: HS 20, Features Intersected: BEAN CREEK, Facility Carried by Structure: TR 174
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.063, 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: 16.5m (54.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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 minimum criteria, 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 923343, Location: 3 MI NW POTOMAC (Lat: 40.344400, Lng: -87.849419), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 205 (year 2032), Design Load: HS 20, Features Intersected: BR BLUEGRASS CREEK, Facility Carried by Structure: TR 85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 923343, Location: 3 MI NW POTOMAC (Lat: 40.344400, Lng: -87.849419), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 205 (year 2032), Design Load: HS 20, Features Intersected: BR BLUEGRASS CREEK, Facility Carried by Structure: TR 85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 923345, Location: 4 MI N POTOMAC (Lat: 40.357619, Lng: -87.808644), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 205 (year 2032), Design Load: HS 20, Features Intersected: BLUEGRASS CREEK BR, Facility Carried by Structure: TR 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.755, 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: 16.5m (54.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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 minimum criteria, 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 923345, Location: 4 MI N POTOMAC (Lat: 40.357619, Lng: -87.808644), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 205 (year 2032), Design Load: HS 20, Features Intersected: BLUEGRASS CREEK BR, Facility Carried by Structure: TR 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.755, 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: 16.5m (54.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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 minimum criteria, 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 923353, Location: 2.5 MI NW POTOMAC (Lat: 40.343011, Lng: -87.820611), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 61 (year 2032), Design Load: HS 20, Features Intersected: BLUEGRASS CREEK, Facility Carried by Structure: TR 70 A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.823, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 923353, Location: 2.5 MI NW POTOMAC (Lat: 40.343011, Lng: -87.820611), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 61 (year 2032), Design Load: HS 20, Features Intersected: BLUEGRASS CREEK, Facility Carried by Structure: TR 70 A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.823, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 923395, Location: 1 MI N OF POTOMAC (Lat: 40.325111, Lng: -87.806711), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 3.61m (11.84ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 205 (year 2032), Design Load: HS 20, Features Intersected: BLUEGRASS CREEK, Facility Carried by Structure: TR 85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.177, 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: 3, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, 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 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 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 923395, Location: 1 MI N OF POTOMAC (Lat: 40.325111, Lng: -87.806711), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 3.61m (11.84ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 205 (year 2032), Design Load: HS 20, Features Intersected: BLUEGRASS CREEK, Facility Carried by Structure: TR 85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.177, 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: 3, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, 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 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 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 923405, Location: 2.5 MI S POTOMAC (Lat: 40.270542, Lng: -87.807814), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 3.28m (10.76ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 61 (year 2032), Design Load: HS 20, Features Intersected: KNIGHT'S BRANCH, Facility Carried by Structure: TR 131
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.348, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 923405, Location: 2.5 MI S POTOMAC (Lat: 40.270542, Lng: -87.807814), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 3.28m (10.76ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 61 (year 2032), Design Load: HS 20, Features Intersected: KNIGHT'S BRANCH, Facility Carried by Structure: TR 131
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.348, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 923406, Location: 2 MI NE OF POTOMAC (Lat: 40.314408, Lng: -87.763447), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 61 (year 2032), Design Load: HS 20, Features Intersected: BEAN CREEK, Facility Carried by Structure: TR 89
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: 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 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 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 923406, Location: 2 MI NE OF POTOMAC (Lat: 40.314408, Lng: -87.763447), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 61 (year 2032), Design Load: HS 20, Features Intersected: BEAN CREEK, Facility Carried by Structure: TR 89
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: 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 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 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 923408, Location: 3 MI NW OF POTOMAC (Lat: 40.336172, Lng: -87.819539), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 4.68m (15.35ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 112 (year 2032), Design Load: HS 20, Features Intersected: BLUEGRASS CREEK, Facility Carried by Structure: TR 69 B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 16.8m (55.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: 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 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 923408, Location: 3 MI NW OF POTOMAC (Lat: 40.336172, Lng: -87.819539), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 4.68m (15.35ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 112 (year 2032), Design Load: HS 20, Features Intersected: BLUEGRASS CREEK, Facility Carried by Structure: TR 69 B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 16.8m (55.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: 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 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 923483, Location: 3 MI NW OF COLLISON (Lat: 40.255831, Lng: -87.824569), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.28m (7.48ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 61 (year 2032), Design Load: HS 20, Features Intersected: KNIGHTS BRANCH, Facility Carried by Structure: TR 135
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.883, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 923483, Location: 3 MI NW OF COLLISON (Lat: 40.255831, Lng: -87.824569), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.28m (7.48ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 61 (year 2032), Design Load: HS 20, Features Intersected: KNIGHTS BRANCH, Facility Carried by Structure: TR 135
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.883, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 923523, Location: 3 MI SE ARMSTRONG (Lat: 40.270394, Lng: -87.856467), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 51 (year 2032), Design Load: HS 25 or greater, Features Intersected: STREAM, Facility Carried by Structure: TR 131
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.212, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 923523, Location: 3 MI SE ARMSTRONG (Lat: 40.270394, Lng: -87.856467), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 51 (year 2032), Design Load: HS 25 or greater, Features Intersected: STREAM, Facility Carried by Structure: TR 131
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.212, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing