Bridge Statistics for German Valley, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 49ft / 15.5mTotal length
- $248,000Total costs
- 4,550Total average daily traffic
- 625Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for German Valley
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 11920-1929
- 11930-1939
- 21970-1979
- 31980-1989
- 21990-1999
- 22010-2019
- Bridge Condition - Deck
- 28.6%Very good
- 42.9%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 28.6%Very good
- 42.9%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 57.1%Very good
- 28.6%Good
- 14.3%Satisfactory
- Bridge Condition - Channel
- 10.0%Excellent
- 30.0%Very good
- 50.0%Good
- 10.0%Satisfactory
- Bridge Condition - Culverts
- 50.0%Very good
- 25.0%Good
- 25.0%Fair
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Structure Number: 713226, Location: 3.5 M NE ADELINE (Lat: 42.186600, Lng: -89.467772), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: BRANCH MUD CREEK, Facility Carried by Structure: WAGNER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 713226, Location: 3.5 M NE ADELINE (Lat: 42.186600, Lng: -89.467772), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: BRANCH MUD CREEK, Facility Carried by Structure: WAGNER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 713248, Location: 3.5 MI NW ADELINE (Lat: 42.186297, Lng: -89.524672), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 75 (year 2017), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: BRUSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: Town or Township 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: 15.5m (50.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 713248, Location: 3.5 MI NW ADELINE (Lat: 42.186297, Lng: -89.524672), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 75 (year 2017), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: BRUSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: Town or Township 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: 15.5m (50.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 713261, Location: 0.8 MI W. EGAN (Lat: 42.187308, Lng: -89.421011), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: EGAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.313, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Internally Sealed
Structure Number: 713261, Location: 0.8 MI W. EGAN (Lat: 42.187308, Lng: -89.421011), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: EGAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.313, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Internally Sealed
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Structure Number: 713299, Location: 2.5 MI. W. OF EGAN (Lat: 42.185825, Lng: -89.453978), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: HILLDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 713299, Location: 2.5 MI. W. OF EGAN (Lat: 42.185825, Lng: -89.453978), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: HILLDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 713344, Location: 3 MI NE OF ADELINE (Lat: 42.185433, Lng: -89.463739), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 28 (year 2032), Design Load: HS 25 or greater, Features Intersected: BR OF MUD CREEK, Facility Carried by Structure: TR 17 WAGNER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: Better than present minimum criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 713344, Location: 3 MI NE OF ADELINE (Lat: 42.185433, Lng: -89.463739), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 28 (year 2032), Design Load: HS 25 or greater, Features Intersected: BR OF MUD CREEK, Facility Carried by Structure: TR 17 WAGNER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: Better than present minimum criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 715123, Location: 4.5 NE FORRESTON (Lat: 42.185900, Lng: -89.531597), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 75 (year 2017), Average Future Daily Traffic: 75 (year 2040), Design Load: HS 25 or greater, Features Intersected: BR MUD CREEK, Facility Carried by Structure: BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, 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, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 78.4 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: 60.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
Structure Number: 715123, Location: 4.5 NE FORRESTON (Lat: 42.185900, Lng: -89.531597), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 75 (year 2017), Average Future Daily Traffic: 75 (year 2040), Design Load: HS 25 or greater, Features Intersected: BR MUD CREEK, Facility Carried by Structure: BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, 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, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 78.4 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: 60.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
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Structure Number: 893237, Location: .98 MI SO ILL RTE 20 (Lat: 42.261822, Lng: -89.522964), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 130 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: BROWNS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 893237, Location: .98 MI SO ILL RTE 20 (Lat: 42.261822, Lng: -89.522964), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 130 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: BROWNS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 895002, Location: .3 MI S GERMAN VAL'Y (Lat: 42.212053, Lng: -89.473939), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 1975, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 1,100 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: S. ROCK CITY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.680, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, 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
Structure Number: 895002, Location: .3 MI S GERMAN VAL'Y (Lat: 42.212053, Lng: -89.473939), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 1975, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 1,100 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: S. ROCK CITY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.680, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, 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
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Structure Number: 895068, Location: 1.0 MI SE GERMAN VAL (Lat: 42.200803, Lng: -89.467603), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 1,100 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 1,200 (year 2040), Design Load: HS 15, Features Intersected: MUD CREEK, Facility Carried by Structure: MONTAGUE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.470, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 895068, Location: 1.0 MI SE GERMAN VAL (Lat: 42.200803, Lng: -89.467603), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 1,100 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 1,200 (year 2040), Design Load: HS 15, Features Intersected: MUD CREEK, Facility Carried by Structure: MONTAGUE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.470, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: 895092, Location: 1 M S GERMAN VALLEY (Lat: 42.200697, Lng: -89.490611), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 800 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 2,100 (year 2040), Design Load: HS 20, Features Intersected: BR OF MUD CREEK, Facility Carried by Structure: E MONTAGUE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.587, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018
Structure Number: 895092, Location: 1 M S GERMAN VALLEY (Lat: 42.200697, Lng: -89.490611), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 800 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 2,100 (year 2040), Design Load: HS 20, Features Intersected: BR OF MUD CREEK, Facility Carried by Structure: E MONTAGUE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.587, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018
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Structure Number: 899914, Location: 1 MI W WINN CO LN (Lat: 42.244981, Lng: -89.419631), Route carried "on" structure: County highway , Year Built: 1901, Status: Posted for load, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 50 (year 2040), Features Intersected: CN RR, Facility Carried by Structure: E KELLY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.099, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 20.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $17,000, Total Project Cost: $248,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 899914, Location: 1 MI W WINN CO LN (Lat: 42.244981, Lng: -89.419631), Route carried "on" structure: County highway , Year Built: 1901, Status: Posted for load, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 50 (year 2040), Features Intersected: CN RR, Facility Carried by Structure: E KELLY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.099, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 20.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $17,000, Total Project Cost: $248,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 899903, Location: 1.5 MI S OF US 20 (Lat: 42.253214, Lng: -89.474467), Route carried "under" structure: County highway , Year Built: 1901, Structure Length: 0. m, Average Daily Traffic: 1,100 (year 2019), Truck Traffic: 10%, Features Intersected: ROCK CITY RD (FAS57), Facility Carried by Structure: CN RAILROAD
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 23.093, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 10.4m (34.1ft)
Structure Number: 899903, Location: 1.5 MI S OF US 20 (Lat: 42.253214, Lng: -89.474467), Route carried "under" structure: County highway , Year Built: 1901, Structure Length: 0. m, Average Daily Traffic: 1,100 (year 2019), Truck Traffic: 10%, Features Intersected: ROCK CITY RD (FAS57), Facility Carried by Structure: CN RAILROAD
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 23.093, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 10.4m (34.1ft)
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Structure Number: 899911, Location: 1 MI S US 20 (Lat: 42.262981, Lng: -89.522981), Route carried "under" structure: County highway , Year Built: 1927, Structure Length: 0. m, Average Daily Traffic: 100 (year 2019), Truck Traffic: 27%, Features Intersected: S BROWNS MILL RD, Facility Carried by Structure: CN RR
Minimum Vertical Clearance: 3.48m (11.42ft), Kilometerpoint: 1.448, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 6.1m (20.0ft)
Structure Number: 899911, Location: 1 MI S US 20 (Lat: 42.262981, Lng: -89.522981), Route carried "under" structure: County highway , Year Built: 1927, Structure Length: 0. m, Average Daily Traffic: 100 (year 2019), Truck Traffic: 27%, Features Intersected: S BROWNS MILL RD, Facility Carried by Structure: CN RR
Minimum Vertical Clearance: 3.48m (11.42ft), Kilometerpoint: 1.448, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 6.1m (20.0ft)