Bridge Statistics for Mount Auburn, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 148ft / 45.4mTotal length
- $93,000Total costs
- 3,720Total average daily traffic
- 378Total average daily truck traffic
- 5,488Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Mount Auburn
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11950-1959
- 41960-1969
- 51980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Superstructure
- 12.5%Good
- 62.5%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 37.5%Very good
- 25.0%Fair
- 25.0%Poor
- 12.5%Critical
- Bridge Condition - Channel
- 7.1%Very good
- 57.1%Good
- 21.4%Satisfactory
- 14.3%Fair
- Bridge Condition - Culverts
- 16.7%Very good
- 33.3%Good
- 16.7%Satisfactory
- 16.7%Poor
- 16.7%Serious
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Structure Number: 112006, Location: 4.2M S CH2,MT AUBURN (Lat: 39.706436, Lng: -89.271992), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,002 (year 2032), Design Load: HS 20, Features Intersected: BUCKHART CREEK, Facility Carried by Structure: MT AUBURN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.927, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 112006, Location: 4.2M S CH2,MT AUBURN (Lat: 39.706436, Lng: -89.271992), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,002 (year 2032), Design Load: HS 20, Features Intersected: BUCKHART CREEK, Facility Carried by Structure: MT AUBURN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.927, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 112007, Location: 3.5M S CH2,MT AUBURN (Lat: 39.714644, Lng: -89.270311), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 650 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,102 (year 2032), Features Intersected: BUCKHART CREEK, Facility Carried by Structure: MT AUBURN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.929, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Good, Culverts: 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: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
Structure Number: 112007, Location: 3.5M S CH2,MT AUBURN (Lat: 39.714644, Lng: -89.270311), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 650 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,102 (year 2032), Features Intersected: BUCKHART CREEK, Facility Carried by Structure: MT AUBURN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.929, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Good, Culverts: 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: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
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Structure Number: 113001, Location: 3.0 MI NE MT AUBURN (Lat: 39.781967, Lng: -89.212467), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 650 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 651 (year 2032), Design Load: HS 15, Features Intersected: MOSQUITO CREEK, Facility Carried by Structure: CH 2 - FAS 556
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.971, 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: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 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: 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: Gravel
Structure Number: 113001, Location: 3.0 MI NE MT AUBURN (Lat: 39.781967, Lng: -89.212467), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 650 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 651 (year 2032), Design Load: HS 15, Features Intersected: MOSQUITO CREEK, Facility Carried by Structure: CH 2 - FAS 556
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.971, 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: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 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: 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: Gravel
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Structure Number: 113004, Location: 2.3 MI N MT AUBURN (Lat: 39.803392, Lng: -89.269328), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 16.40m (53.81ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 1,052 (year 2032), Design Load: HS 20, Features Intersected: SANGAMON RIVER, Facility Carried by Structure: CH 22-FAS 636
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, 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: 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: October 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 113004, Location: 2.3 MI N MT AUBURN (Lat: 39.803392, Lng: -89.269328), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 16.40m (53.81ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 1,052 (year 2032), Design Load: HS 20, Features Intersected: SANGAMON RIVER, Facility Carried by Structure: CH 22-FAS 636
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, 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: 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: October 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 113005, Location: 1.9 MI N MT AUBURN (Lat: 39.797264, Lng: -89.269378), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 6.20m (20.34ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 1,052 (year 2032), Design Load: HS 20, Features Intersected: MOSQUITO CREEK, Facility Carried by Structure: CH 22-FAS 636
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, 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 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 113005, Location: 1.9 MI N MT AUBURN (Lat: 39.797264, Lng: -89.269378), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 6.20m (20.34ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 1,052 (year 2032), Design Load: HS 20, Features Intersected: MOSQUITO CREEK, Facility Carried by Structure: CH 22-FAS 636
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, 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 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 113047, Location: 3 MI E MT AUBURN (Lat: 39.765714, Lng: -89.194153), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: MOSQUITO CREEK, Facility Carried by Structure: TR 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.924, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 3.0m (9.8ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Critical, Channel: Satisfactory, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $62,000, Roadway Improvement Cost: $6,000, Total Project Cost: $93,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 113047, Location: 3 MI E MT AUBURN (Lat: 39.765714, Lng: -89.194153), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: MOSQUITO CREEK, Facility Carried by Structure: TR 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.924, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 3.0m (9.8ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Critical, Channel: Satisfactory, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $62,000, Roadway Improvement Cost: $6,000, Total Project Cost: $93,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 113324, Location: 2MI NNE MT AUBURN (Lat: 39.799489, Lng: -89.245661), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2032), Design Load: HS 20+Mod, Features Intersected: MOSQUITO CREEK, Facility Carried by Structure: TR 192A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 113324, Location: 2MI NNE MT AUBURN (Lat: 39.799489, Lng: -89.245661), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2032), Design Load: HS 20+Mod, Features Intersected: MOSQUITO CREEK, Facility Carried by Structure: TR 192A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 113329, Location: 1.75 MI SW OSBERNVIL (Lat: 39.750061, Lng: -89.196661), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: OSBERN BRANCH, Facility Carried by Structure: TR 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.957, 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: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
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: November 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 113329, Location: 1.75 MI SW OSBERNVIL (Lat: 39.750061, Lng: -89.196661), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: OSBERN BRANCH, Facility Carried by Structure: TR 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.957, 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: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
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: November 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 11333, Location: 1.5MI SW OSBERNVILLE (Lat: 39.749392, Lng: -89.197275), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: OSBERN BRANCH, Facility Carried by Structure: TR 216
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, 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: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present 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: November 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 11333, Location: 1.5MI SW OSBERNVILLE (Lat: 39.749392, Lng: -89.197275), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: OSBERN BRANCH, Facility Carried by Structure: TR 216
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, 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: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present 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: November 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 11336, Location: 2.75MIS MT AUBURN (Lat: 39.719231, Lng: -89.251458), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 175 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 150 (year 2032), Design Load: HS 20, Features Intersected: GROVE CITY CREEK, Facility Carried by Structure: TR 190
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.249, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, 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 48 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 11336, Location: 2.75MIS MT AUBURN (Lat: 39.719231, Lng: -89.251458), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 175 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 150 (year 2032), Design Load: HS 20, Features Intersected: GROVE CITY CREEK, Facility Carried by Structure: TR 190
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.249, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, 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 48 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 113361, Location: 3.0MI S MT. AUBURN (Lat: 39.713667, Lng: -89.245619), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: GROVE CITY CREEK, Facility Carried by Structure: TR 51A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 113361, Location: 3.0MI S MT. AUBURN (Lat: 39.713667, Lng: -89.245619), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: GROVE CITY CREEK, Facility Carried by Structure: TR 51A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 113381, Location: 2 MI NE MT AUBURN (Lat: 39.792194, Lng: -89.236275), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 29 (year 2032), Design Load: HS 20, Features Intersected: MOSQUITO CREEK, Facility Carried by Structure: TR 198
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.802, 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: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 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, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 113381, Location: 2 MI NE MT AUBURN (Lat: 39.792194, Lng: -89.236275), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 29 (year 2032), Design Load: HS 20, Features Intersected: MOSQUITO CREEK, Facility Carried by Structure: TR 198
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.802, 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: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 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, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 115008, Location: 3MI SE MT.AUBURN (Lat: 39.738825, Lng: -89.197142), Route carried "on" structure: County highway , Year Built: 1954, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 25 (year 2032), Design Load: H 15, Features Intersected: OSBERN BRANCH, Facility Carried by Structure: TR 216
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.865, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Poor, Operating Rating: 29.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019
Structure Number: 115008, Location: 3MI SE MT.AUBURN (Lat: 39.738825, Lng: -89.197142), Route carried "on" structure: County highway , Year Built: 1954, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 25 (year 2032), Design Load: H 15, Features Intersected: OSBERN BRANCH, Facility Carried by Structure: TR 216
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.865, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Poor, Operating Rating: 29.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019
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Structure Number: 115026, Location: 2.0 MI N MT AUBURN (Lat: 39.800500, Lng: -89.245664), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2032), Features Intersected: MOSQUITO CREEK OVRF, Facility Carried by Structure: TR 192A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Serious, Operating Rating: 89.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 115026, Location: 2.0 MI N MT AUBURN (Lat: 39.800500, Lng: -89.245664), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2032), Features Intersected: MOSQUITO CREEK OVRF, Facility Carried by Structure: TR 192A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Serious, Operating Rating: 89.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020