Bridge Statistics for New Berlin, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 167ft / 50.9mTotal length
- 72,875Total average daily traffic
- 15,093Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for New Berlin
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21940-1949
- 11950-1959
- 11960-1969
- 91970-1979
- 11990-1999
- 22000-2009
- 32010-2019
- Bridge Condition - Deck
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 33.3%Very good
- 44.4%Good
- 22.2%Satisfactory
- Bridge Condition - Substructure
- 55.6%Very good
- 11.1%Good
- 11.1%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 33.3%Very good
- 33.3%Good
- 33.3%Fair
- Bridge Condition - Culverts
- 28.6%Very good
- 28.6%Good
- 14.3%Satisfactory
- 28.6%Fair
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Structure Number: 692008, Location: 2MI E ALEXANDER (Lat: 39.725289, Lng: -89.986708), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 903 (year 2032), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: OLD US 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.546, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: November 2021
Structure Number: 692008, Location: 2MI E ALEXANDER (Lat: 39.725289, Lng: -89.986708), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 903 (year 2032), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: OLD US 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.546, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: November 2021
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Structure Number: 693083, Location: 3 NE OF ALEXANDER (Lat: 39.739778, Lng: -89.986272), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 106 (year 2032), Design Load: HS 15, Features Intersected: SPRING CRK, Facility Carried by Structure: TR 169
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.333, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 693083, Location: 3 NE OF ALEXANDER (Lat: 39.739778, Lng: -89.986272), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 106 (year 2032), Design Load: HS 15, Features Intersected: SPRING CRK, Facility Carried by Structure: TR 169
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.333, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 84014, Location: SANG-MORGAN CO LINE (Lat: 39.737372, Lng: -89.984964), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 214 (year 2032), Design Load: HS 15, Features Intersected: I-72 / US 36, Facility Carried by Structure: SANG-MORGAN CO LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.267, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 84014, Location: SANG-MORGAN CO LINE (Lat: 39.737372, Lng: -89.984964), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 214 (year 2032), Design Load: HS 15, Features Intersected: I-72 / US 36, Facility Carried by Structure: SANG-MORGAN CO LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.267, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 840141, Location: .75M W NEW BERLN INT (Lat: 39.740361, Lng: -89.938506), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 7.70m (25.26ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 54 (year 2032), Design Load: HS 15, Features Intersected: I-72 / US 36, Facility Carried by Structure: JIMTOWN RD (TR 18)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 840141, Location: .75M W NEW BERLN INT (Lat: 39.740361, Lng: -89.938506), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 7.70m (25.26ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 54 (year 2032), Design Load: HS 15, Features Intersected: I-72 / US 36, Facility Carried by Structure: JIMTOWN RD (TR 18)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 840142, Location: NEW BERLIN INTERCHNG (Lat: 39.740522, Lng: -89.923994), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 7.60m (24.93ft), Average Daily Traffic: 2,200 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 1,769 (year 2032), Design Load: HS 20, Features Intersected: I-72 / US 36, Facility Carried by Structure: WAVERLY RD (CH 10)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.728, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 30.3m (99.4ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 840142, Location: NEW BERLIN INTERCHNG (Lat: 39.740522, Lng: -89.923994), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 7.60m (24.93ft), Average Daily Traffic: 2,200 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 1,769 (year 2032), Design Load: HS 20, Features Intersected: I-72 / US 36, Facility Carried by Structure: WAVERLY RD (CH 10)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.728, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 30.3m (99.4ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 840143, Location: 1.2M E NEW BERLIN IN (Lat: 39.740706, Lng: -89.900775), Route carried "on" structure: Other road , Year Built: 1974, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 700 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 750 (year 2032), Design Load: HS 15, Features Intersected: I-72 / US 36, Facility Carried by Structure: LINK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 840143, Location: 1.2M E NEW BERLIN IN (Lat: 39.740706, Lng: -89.900775), Route carried "on" structure: Other road , Year Built: 1974, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 700 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 750 (year 2032), Design Load: HS 15, Features Intersected: I-72 / US 36, Facility Carried by Structure: LINK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 843053, Location: 3.0 W NEW BERLIN (Lat: 39.741464, Lng: -89.985008), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 214 (year 2032), Features Intersected: SPRING CREEK, Facility Carried by Structure: TR 4 (18W)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.817, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 843053, Location: 3.0 W NEW BERLIN (Lat: 39.741464, Lng: -89.985008), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 214 (year 2032), Features Intersected: SPRING CREEK, Facility Carried by Structure: TR 4 (18W)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.817, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 843532, Location: 4 M W BERLIN (Lat: 39.743417, Lng: -89.982744), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 175 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 188 (year 2032), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: TR 253
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.7m (41.7ft), 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 843532, Location: 4 M W BERLIN (Lat: 39.743417, Lng: -89.982744), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 175 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 188 (year 2032), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: TR 253
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.7m (41.7ft), 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 843535, Location: 2 M S NEW BERLIN (Lat: 39.696653, Lng: -89.920750), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 125 (year 2007), Average Future Daily Traffic: 138 (year 2032), Design Load: HS 20, Features Intersected: LICK CREEK, Facility Carried by Structure: TR 281
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 843535, Location: 2 M S NEW BERLIN (Lat: 39.696653, Lng: -89.920750), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 125 (year 2007), Average Future Daily Traffic: 138 (year 2032), Design Load: HS 20, Features Intersected: LICK CREEK, Facility Carried by Structure: TR 281
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 843542, Location: 2.5 S OF BERLIN (Lat: 39.682311, Lng: -89.920806), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: LICK CREEK, Facility Carried by Structure: TR 301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, 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: 3, Length of Maximum Span: 4.6m (15.1ft)
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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018
Structure Number: 843542, Location: 2.5 S OF BERLIN (Lat: 39.682311, Lng: -89.920806), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: LICK CREEK, Facility Carried by Structure: TR 301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, 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: 3, Length of Maximum Span: 4.6m (15.1ft)
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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018
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Structure Number: 843645, Location: 4 M SW NEW BERLIN (Lat: 39.674564, Lng: -89.949953), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 214 (year 2032), Design Load: HS 20, Features Intersected: LICK CREEK, Facility Carried by Structure: FAS 624 (CH 40)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.7m (64.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 843645, Location: 4 M SW NEW BERLIN (Lat: 39.674564, Lng: -89.949953), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 214 (year 2032), Design Load: HS 20, Features Intersected: LICK CREEK, Facility Carried by Structure: FAS 624 (CH 40)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.7m (64.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 845, Location: 1.5 S OF NEW BERLIN (Lat: 39.701556, Lng: -89.927958), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,800 (year 2012), Truck Traffic: 18%, Average Future Daily Traffic: 1,769 (year 2032), Design Load: HS 15, Features Intersected: LICK CREEK, Facility Carried by Structure: COUNTY HWY 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.266, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 26.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 15.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 845, Location: 1.5 S OF NEW BERLIN (Lat: 39.701556, Lng: -89.927958), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,800 (year 2012), Truck Traffic: 18%, Average Future Daily Traffic: 1,769 (year 2032), Design Load: HS 15, Features Intersected: LICK CREEK, Facility Carried by Structure: COUNTY HWY 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.266, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 26.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 15.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 845001, Location: 3.5 S OF NEW BERLIN (Lat: 39.675050, Lng: -89.927633), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,650 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 1,662 (year 2032), Design Load: H 20, Features Intersected: LICK CREEK, Facility Carried by Structure: COUNTY HWYS 10 & 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.211, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, 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: 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: March 2021
Structure Number: 845001, Location: 3.5 S OF NEW BERLIN (Lat: 39.675050, Lng: -89.927633), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,650 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 1,662 (year 2032), Design Load: H 20, Features Intersected: LICK CREEK, Facility Carried by Structure: COUNTY HWYS 10 & 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.211, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, 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: 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: March 2021
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Structure Number: 845006, Location: 3.0 S OF NEW BERLIN (Lat: 39.675081, Lng: -89.917347), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 350 (year 2017), Truck Traffic: 18%, Average Future Daily Traffic: 295 (year 2032), Design Load: H 15, Features Intersected: LICK CREEK, Facility Carried by Structure: COUNTY HWY 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.409, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 14.9 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 845006, Location: 3.0 S OF NEW BERLIN (Lat: 39.675081, Lng: -89.917347), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 350 (year 2017), Truck Traffic: 18%, Average Future Daily Traffic: 295 (year 2032), Design Load: H 15, Features Intersected: LICK CREEK, Facility Carried by Structure: COUNTY HWY 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.409, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 14.9 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 845025, Location: 0.22 mi N TR 281 (Lat: 39.699514, Lng: -89.965608), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 30 (year 2038), Design Load: HS 25 or greater, Features Intersected: Lick Creek Trib, Facility Carried by Structure: TR 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.865, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021
Structure Number: 845025, Location: 0.22 mi N TR 281 (Lat: 39.699514, Lng: -89.965608), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 30 (year 2038), Design Load: HS 25 or greater, Features Intersected: Lick Creek Trib, Facility Carried by Structure: TR 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.865, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021
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Structure Number: 845538, Location: 0.43 mi W TR 8 (Lat: 39.696306, Lng: -89.973956), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 89 (year 2038), Features Intersected: Lick Creek Trib, Facility Carried by Structure: TR 281
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Length of Maximum Span: 0.0m
Condition: Channel: Good, Culverts: Very good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Other
Structure Number: 845538, Location: 0.43 mi W TR 8 (Lat: 39.696306, Lng: -89.973956), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 89 (year 2038), Features Intersected: Lick Creek Trib, Facility Carried by Structure: TR 281
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Length of Maximum Span: 0.0m
Condition: Channel: Good, Culverts: Very good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Other
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Structure Number: 84014, Location: SANG-MORGAN CO LINE (Lat: 39.736858, Lng: -89.984958), Route carried "under" structure: Interstate 72, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2021), Truck Traffic: 24%, Features Intersected: I-72 / US 36, Facility Carried by Structure: SANG-MORGAN CO LN
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 128.020, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 84014, Location: SANG-MORGAN CO LINE (Lat: 39.736858, Lng: -89.984958), Route carried "under" structure: Interstate 72, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2021), Truck Traffic: 24%, Features Intersected: I-72 / US 36, Facility Carried by Structure: SANG-MORGAN CO LN
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 128.020, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
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Structure Number: 840141, Location: .75M W NEW BERLN INT (Lat: 39.739908, Lng: -89.938394), Route carried "under" structure: Interstate 72, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2021), Truck Traffic: 24%, Features Intersected: I-72 / US 36, Facility Carried by Structure: JIMTOWN RD (TR 18)
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 132.059, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 840141, Location: .75M W NEW BERLN INT (Lat: 39.739908, Lng: -89.938394), Route carried "under" structure: Interstate 72, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2021), Truck Traffic: 24%, Features Intersected: I-72 / US 36, Facility Carried by Structure: JIMTOWN RD (TR 18)
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 132.059, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 33.2m (108.9ft)
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Structure Number: 840142, Location: NEW BERLIN INTERCHNG (Lat: 39.740039, Lng: -89.923986), Route carried "under" structure: Interstate 72, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2021), Truck Traffic: 20%, Features Intersected: I-72 / US 36, Facility Carried by Structure: WAVERLY RD (CH 10)
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 133.298, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.3m (99.4ft)
Structure Number: 840142, Location: NEW BERLIN INTERCHNG (Lat: 39.740039, Lng: -89.923986), Route carried "under" structure: Interstate 72, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2021), Truck Traffic: 20%, Features Intersected: I-72 / US 36, Facility Carried by Structure: WAVERLY RD (CH 10)
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 133.298, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.3m (99.4ft)
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Structure Number: 840143, Location: 1.2M E NEW BERLIN IN (Lat: 39.740258, Lng: -89.900767), Route carried "under" structure: Interstate 72, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2021), Truck Traffic: 20%, Features Intersected: I-72 / US 36, Facility Carried by Structure: LINK ROAD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 135.262, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 840143, Location: 1.2M E NEW BERLIN IN (Lat: 39.740258, Lng: -89.900767), Route carried "under" structure: Interstate 72, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2021), Truck Traffic: 20%, Features Intersected: I-72 / US 36, Facility Carried by Structure: LINK ROAD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 135.262, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 32.3m (106.0ft)