Bridge Statistics for Loraine, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 236ft / 72.1mTotal length
- 11,700Total average daily traffic
- 1,313Total average daily truck traffic
- 5,434Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Loraine
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 31960-1969
- 11970-1979
- 61980-1989
- 41990-1999
- 42000-2009
- Bridge Condition - Deck
- 5.6%Very good
- 50.0%Good
- 44.4%Satisfactory
- Bridge Condition - Superstructure
- 5.6%Very good
- 33.3%Good
- 55.6%Satisfactory
- 5.6%Fair
- Bridge Condition - Substructure
- 44.4%Very good
- 33.3%Good
- 11.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 26.3%Very good
- 31.6%Good
- 31.6%Satisfactory
- 10.5%Fair
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Structure Number: 10086, Location: .6M SE JCT IL 61 E (Lat: 40.134117, Lng: -91.235681), Route carried "on" structure: State highway 61, Year Built: 1999, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 5,150 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,202 (year 2032), Design Load: HS 20, Features Intersected: S FORK BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.950, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10086, Location: .6M SE JCT IL 61 E (Lat: 40.134117, Lng: -91.235681), Route carried "on" structure: State highway 61, Year Built: 1999, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 5,150 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,202 (year 2032), Design Load: HS 20, Features Intersected: S FORK BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.950, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10087, Location: .6M SE JCT IL 61 E (Lat: 40.133892, Lng: -91.235967), Route carried "on" structure: State highway 61, Year Built: 1999, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 5,150 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,202 (year 2032), Design Load: HS 20, Features Intersected: S FORK BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.934, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 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: Superior to present desirable 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 Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10087, Location: .6M SE JCT IL 61 E (Lat: 40.133892, Lng: -91.235967), Route carried "on" structure: State highway 61, Year Built: 1999, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 5,150 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,202 (year 2032), Design Load: HS 20, Features Intersected: S FORK BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.934, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 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: Superior to present desirable 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 Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 13068, Location: 0.8 MI E LORAINE (Lat: 40.153519, Lng: -91.198156), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 78 (year 2032), Design Load: HS 15, Features Intersected: THURMAN CRK., Facility Carried by Structure: TR 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13068, Location: 0.8 MI E LORAINE (Lat: 40.153519, Lng: -91.198156), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 78 (year 2032), Design Load: HS 15, Features Intersected: THURMAN CRK., Facility Carried by Structure: TR 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13239, Location: 2.0 MI SE LORAINE (Lat: 40.119225, Lng: -91.194467), Route carried "on" structure: County highway , Year Built: 1900, Year Reconstructed: 1975, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 10 (year 2032), Design Load: HS 20, Features Intersected: CROOKED CREEK, Facility Carried by Structure: TR 0274
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.750, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13239, Location: 2.0 MI SE LORAINE (Lat: 40.119225, Lng: -91.194467), Route carried "on" structure: County highway , Year Built: 1900, Year Reconstructed: 1975, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 10 (year 2032), Design Load: HS 20, Features Intersected: CROOKED CREEK, Facility Carried by Structure: TR 0274
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.750, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13241, Location: 2.5 MI S OF LORAINE (Lat: 40.109325, Lng: -91.217064), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 125 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 78 (year 2032), Design Load: HS 15, Features Intersected: BEAR CRK, Facility Carried by Structure: TR 89A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.538, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 13241, Location: 2.5 MI S OF LORAINE (Lat: 40.109325, Lng: -91.217064), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 125 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 78 (year 2032), Design Load: HS 15, Features Intersected: BEAR CRK, Facility Carried by Structure: TR 89A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.538, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 1327, Location: 1.3 MI N LORAINE (Lat: 40.172942, Lng: -91.241508), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 78 (year 2032), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: TR 228
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.848, 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: 21.0m (68.9ft), 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: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1327, Location: 1.3 MI N LORAINE (Lat: 40.172942, Lng: -91.241508), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 78 (year 2032), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: TR 228
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.848, 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: 21.0m (68.9ft), 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: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 13272, Location: 2.5 MI NW LORAINE (Lat: 40.186864, Lng: -91.268686), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: TR 194
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, 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: 23.2m (76.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 13272, Location: 2.5 MI NW LORAINE (Lat: 40.186864, Lng: -91.268686), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: TR 194
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, 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: 23.2m (76.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 1328, Location: 3.0 E OF LORAINE (Lat: 40.155678, Lng: -91.155317), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: H 20, Features Intersected: THURMAN CRK, Facility Carried by Structure: TR 314
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1328, Location: 3.0 E OF LORAINE (Lat: 40.155678, Lng: -91.155317), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: H 20, Features Intersected: THURMAN CRK, Facility Carried by Structure: TR 314
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 13326, Location: 3.8 MI W LORAINE (Lat: 40.175636, Lng: -91.286889), Route carried "on" structure: County highway , Year Built: 2000, Status: Closed, Structure Length: 4.31m (14.14ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 181 (year 2032), Design Load: HS 20, Features Intersected: BEAR CR OVERFLOW, Facility Carried by Structure: CH 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.465, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present 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, Membrane: Built-up
Structure Number: 13326, Location: 3.8 MI W LORAINE (Lat: 40.175636, Lng: -91.286889), Route carried "on" structure: County highway , Year Built: 2000, Status: Closed, Structure Length: 4.31m (14.14ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 181 (year 2032), Design Load: HS 20, Features Intersected: BEAR CR OVERFLOW, Facility Carried by Structure: CH 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.465, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present 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, Membrane: Built-up
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Structure Number: 13327, Location: 3.6 MI W LORAINE (Lat: 40.175589, Lng: -91.283839), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 11.02m (36.15ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 181 (year 2032), Design Load: HS 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: CH 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.706, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 13327, Location: 3.6 MI W LORAINE (Lat: 40.175589, Lng: -91.283839), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 11.02m (36.15ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 181 (year 2032), Design Load: HS 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: CH 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.706, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 13363, Location: 1 MI S LORAINE (Lat: 40.136283, Lng: -91.223106), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: THURMAN CREEK, Facility Carried by Structure: TR 246
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13363, Location: 1 MI S LORAINE (Lat: 40.136283, Lng: -91.223106), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: THURMAN CREEK, Facility Carried by Structure: TR 246
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13372, Location: 3.2 MI E MENDON (Lat: 40.095675, Lng: -91.213747), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 10 (year 2032), Design Load: HS 20, Features Intersected: BRUCHY CREEK, Facility Carried by Structure: TR 117
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), 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: 18.0m (59.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 13372, Location: 3.2 MI E MENDON (Lat: 40.095675, Lng: -91.213747), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 10 (year 2032), Design Load: HS 20, Features Intersected: BRUCHY CREEK, Facility Carried by Structure: TR 117
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), 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: 18.0m (59.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 1338, Location: 1.5 MI E LORAINE (Lat: 40.162619, Lng: -91.184044), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: THURMAN CREEK, Facility Carried by Structure: TR 278
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: 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: 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 1338, Location: 1.5 MI E LORAINE (Lat: 40.162619, Lng: -91.184044), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: THURMAN CREEK, Facility Carried by Structure: TR 278
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: 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: 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 13381, Location: 2.2MI NE MENDON (Lat: 40.105075, Lng: -91.233439), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 125 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 78 (year 2032), Design Load: HS 20, Features Intersected: BALDWIN BRANCH, Facility Carried by Structure: TR 89
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.9m (78.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 13381, Location: 2.2MI NE MENDON (Lat: 40.105075, Lng: -91.233439), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 125 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 78 (year 2032), Design Load: HS 20, Features Intersected: BALDWIN BRANCH, Facility Carried by Structure: TR 89
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.9m (78.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 13393, Location: 1.0 MI NE LORAINE (Lat: 40.163922, Lng: -91.187628), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: THURMAN CR, Facility Carried by Structure: TR 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: 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: 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 13393, Location: 1.0 MI NE LORAINE (Lat: 40.163922, Lng: -91.187628), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: THURMAN CR, Facility Carried by Structure: TR 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: 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: 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 13409, Location: 2.5 MI W LORAINE (Lat: 40.155572, Lng: -91.269436), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 5.53m (18.14ft), Average Daily Traffic: 75 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: S FORK BEAR CR, Facility Carried by Structure: TR 192
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, 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: 18.3m (60.0ft), 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: 44.1 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: 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: March 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13409, Location: 2.5 MI W LORAINE (Lat: 40.155572, Lng: -91.269436), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 5.53m (18.14ft), Average Daily Traffic: 75 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: S FORK BEAR CR, Facility Carried by Structure: TR 192
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, 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: 18.3m (60.0ft), 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: 44.1 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: 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: March 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15017, Location: 1.0 N LORIANE (Lat: 40.176411, Lng: -91.222836), Route carried "on" structure: County highway , Year Built: 1983, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: MUD CRK, Facility Carried by Structure: TR248
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 15017, Location: 1.0 N LORIANE (Lat: 40.176411, Lng: -91.222836), Route carried "on" structure: County highway , Year Built: 1983, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: MUD CRK, Facility Carried by Structure: TR248
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 345302, Location: 3.0 W STILLWELL (Lat: 40.211675, Lng: -91.245822), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 15, Features Intersected: PANTHER CREEK, Facility Carried by Structure: TR 104
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 345302, Location: 3.0 W STILLWELL (Lat: 40.211675, Lng: -91.245822), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 15, Features Intersected: PANTHER CREEK, Facility Carried by Structure: TR 104
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 345305, Location: 3.0 W STILLWELL (Lat: 40.210292, Lng: -91.244119), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: TRIB OF PANTHER CR, Facility Carried by Structure: TR 104
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 345305, Location: 3.0 W STILLWELL (Lat: 40.210292, Lng: -91.244119), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: TRIB OF PANTHER CR, Facility Carried by Structure: TR 104
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels