Bridge Statistics for Martinton, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 131ft / 39.8mTotal length
- $77,000Total costs
- 13,345Total average daily traffic
- 2,386Total average daily truck traffic
- 16,135Total future (year 2027) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Martinton
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 41950-1959
- 31960-1969
- 11970-1979
- 51980-1989
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 18.8%Very good
- 31.3%Good
- 18.8%Satisfactory
- 12.5%Fair
- 18.8%Poor
- Bridge Condition - Superstructure
- 18.8%Very good
- 25.0%Good
- 12.5%Satisfactory
- 18.8%Fair
- 12.5%Poor
- 6.3%Serious
- 6.3%Imminent failure
- Bridge Condition - Substructure
- 25.0%Very good
- 6.3%Good
- 6.3%Satisfactory
- 37.5%Fair
- 6.3%Poor
- 6.3%Serious
- 12.5%Critical
- Bridge Condition - Channel
- 5.6%Very good
- 55.6%Good
- 27.8%Satisfactory
- 11.1%Fair
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Satisfactory
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Structure Number: 122015, Location: W EDGE OF MARSHALL (Lat: 39.388478, Lng: -87.713408), Route carried "on" structure: US 40, Year Built: 1953, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 2,450 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,424 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 240.172, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 122015, Location: W EDGE OF MARSHALL (Lat: 39.388478, Lng: -87.713408), Route carried "on" structure: US 40, Year Built: 1953, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 2,450 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,424 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 240.172, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 380019, Location: 2.20 MI N OF US 52 (Lat: 40.921986, Lng: -87.731064), Route carried "on" structure: State highway 1, Year Built: 1955, Year Reconstructed: 1997, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 2,200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 2,295 (year 2032), Design Load: HS 20, Features Intersected: N MARTINTON DT NO 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 423.552, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 380019, Location: 2.20 MI N OF US 52 (Lat: 40.921986, Lng: -87.731064), Route carried "on" structure: State highway 1, Year Built: 1955, Year Reconstructed: 1997, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 2,200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 2,295 (year 2032), Design Load: HS 20, Features Intersected: N MARTINTON DT NO 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 423.552, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 38002, Location: 0.15 MI N OF US 52 (Lat: 40.892214, Lng: -87.731006), Route carried "on" structure: State highway 1, Year Built: 1955, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 2,200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 2,295 (year 2032), Design Load: HS 20, Features Intersected: PIKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 420.253, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 38002, Location: 0.15 MI N OF US 52 (Lat: 40.892214, Lng: -87.731006), Route carried "on" structure: State highway 1, Year Built: 1955, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 2,200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 2,295 (year 2032), Design Load: HS 20, Features Intersected: PIKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 420.253, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 380104, Location: 0.24 MI E OF ILL 1 (Lat: 40.890078, Lng: -87.726314), Route carried "on" structure: US 52, Year Built: 1928, Year Reconstructed: 1980, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 1,669 (year 2032), Design Load: HS 20, Features Intersected: PIKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 320.379, Lanes on structure: 2, Owner: State 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: 12.8m (42.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 380104, Location: 0.24 MI E OF ILL 1 (Lat: 40.890078, Lng: -87.726314), Route carried "on" structure: US 52, Year Built: 1928, Year Reconstructed: 1980, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 1,669 (year 2032), Design Load: HS 20, Features Intersected: PIKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 320.379, Lanes on structure: 2, Owner: State 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: 12.8m (42.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 382028, Location: 2.55 MI E OF IL 1 (Lat: 40.890786, Lng: -87.682542), Route carried "on" structure: US 52, Year Built: 2015, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 2,750 (year 2027), Design Load: HS 25 or greater, Features Intersected: MARTINTON DITCH NO 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 324.065, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 45.4 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: 35.0 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021
Structure Number: 382028, Location: 2.55 MI E OF IL 1 (Lat: 40.890786, Lng: -87.682542), Route carried "on" structure: US 52, Year Built: 2015, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 2,750 (year 2027), Design Load: HS 25 or greater, Features Intersected: MARTINTON DITCH NO 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 324.065, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 45.4 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: 35.0 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021
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Structure Number: 384506, Location: 2.25MI S MARTINTON (Lat: 40.883708, Lng: -87.711650), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 525 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 991 (year 2032), Design Load: HS 15, Features Intersected: Pike Creek, Facility Carried by Structure: TR-290
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.932, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 384506, Location: 2.25MI S MARTINTON (Lat: 40.883708, Lng: -87.711650), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 525 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 991 (year 2032), Design Load: HS 15, Features Intersected: Pike Creek, Facility Carried by Structure: TR-290
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.932, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 384527, Location: 2.5 SW MARTINTON (Lat: 40.904211, Lng: -87.762300), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 78 (year 2032), Design Load: HS 15, Features Intersected: N MARTINTON #2, Facility Carried by Structure: TR 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.166, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 384527, Location: 2.5 SW MARTINTON (Lat: 40.904211, Lng: -87.762300), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 78 (year 2032), Design Load: HS 15, Features Intersected: N MARTINTON #2, Facility Carried by Structure: TR 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.166, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 384529, Location: 3MI SE MARTINTON (Lat: 40.875839, Lng: -87.709492), Route carried "on" structure: County highway , Year Built: 1910, Status: Temporarily open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 26 (year 2032), Features Intersected: PIKE CREEK, Facility Carried by Structure: TR 85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Imminent failure, Substructure: Critical, Channel: Satisfactory, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $5,000, Total Project Cost: $77,000, Deck Structure Type: Wood or Timber
Structure Number: 384529, Location: 3MI SE MARTINTON (Lat: 40.875839, Lng: -87.709492), Route carried "on" structure: County highway , Year Built: 1910, Status: Temporarily open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 26 (year 2032), Features Intersected: PIKE CREEK, Facility Carried by Structure: TR 85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Imminent failure, Substructure: Critical, Channel: Satisfactory, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $5,000, Total Project Cost: $77,000, Deck Structure Type: Wood or Timber
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Structure Number: 384538, Location: 1 MI NE MARTINTON (Lat: 40.930344, Lng: -87.711967), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 325 (year 2018), Truck Traffic: 43%, Average Future Daily Traffic: 339 (year 2032), Design Load: HS 15, Features Intersected: MARTINTON DITCH#2, Facility Carried by Structure: TR 290
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.750, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 384538, Location: 1 MI NE MARTINTON (Lat: 40.930344, Lng: -87.711967), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 325 (year 2018), Truck Traffic: 43%, Average Future Daily Traffic: 339 (year 2032), Design Load: HS 15, Features Intersected: MARTINTON DITCH#2, Facility Carried by Structure: TR 290
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.750, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 384539, Location: 1.5 E MARTINTON (Lat: 40.921356, Lng: -87.711911), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 325 (year 2018), Truck Traffic: 43%, Average Future Daily Traffic: 339 (year 2032), Design Load: HS 15, Features Intersected: MAIN MARTINTON DITCH, Facility Carried by Structure: TR 290
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.747, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 384539, Location: 1.5 E MARTINTON (Lat: 40.921356, Lng: -87.711911), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 325 (year 2018), Truck Traffic: 43%, Average Future Daily Traffic: 339 (year 2032), Design Load: HS 15, Features Intersected: MAIN MARTINTON DITCH, Facility Carried by Structure: TR 290
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.747, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 38454, Location: 1MI E MARTINTON (Lat: 40.914842, Lng: -87.711811), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 525 (year 2018), Truck Traffic: 48%, Average Future Daily Traffic: 469 (year 2032), Design Load: H 15, Features Intersected: Martinton Ditch #3, Facility Carried by Structure: TR-290
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 6.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 38454, Location: 1MI E MARTINTON (Lat: 40.914842, Lng: -87.711811), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 525 (year 2018), Truck Traffic: 48%, Average Future Daily Traffic: 469 (year 2032), Design Load: H 15, Features Intersected: Martinton Ditch #3, Facility Carried by Structure: TR-290
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 6.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 384547, Location: 1 MI W OF MARTINTON (Lat: 40.919058, Lng: -87.750411), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 78 (year 2032), Design Load: HS 20, Features Intersected: N MARTINTON DITCH 2, Facility Carried by Structure: TR 250
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.640, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 64.8 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: 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: April 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 384547, Location: 1 MI W OF MARTINTON (Lat: 40.919058, Lng: -87.750411), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 78 (year 2032), Design Load: HS 20, Features Intersected: N MARTINTON DITCH 2, Facility Carried by Structure: TR 250
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.640, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 64.8 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: 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: April 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 384548, Location: 0.1 MI E MARTINTON (Lat: 40.919342, Lng: -87.720031), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 43%, Average Future Daily Traffic: 939 (year 2032), Design Load: HS 20, Features Intersected: MARTINTON DITCH NO 3, Facility Carried by Structure: TR 55B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: 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: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 384548, Location: 0.1 MI E MARTINTON (Lat: 40.919342, Lng: -87.720031), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 43%, Average Future Daily Traffic: 939 (year 2032), Design Load: HS 20, Features Intersected: MARTINTON DITCH NO 3, Facility Carried by Structure: TR 55B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: 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: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 38455, Location: 0.5S,1.5W MARTINTON (Lat: 40.907000, Lng: -87.750314), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 78 (year 2032), Design Load: HS 20, Features Intersected: PIKE CREEK, Facility Carried by Structure: TR 250
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.975, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38455, Location: 0.5S,1.5W MARTINTON (Lat: 40.907000, Lng: -87.750314), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 78 (year 2032), Design Load: HS 20, Features Intersected: PIKE CREEK, Facility Carried by Structure: TR 250
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.975, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 384551, Location: 2E 2.75S MARTINTON (Lat: 40.876056, Lng: -87.687658), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO PIKE CREEK, Facility Carried by Structure: TR 302
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.224, 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: 15.5m (50.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 384551, Location: 2E 2.75S MARTINTON (Lat: 40.876056, Lng: -87.687658), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO PIKE CREEK, Facility Carried by Structure: TR 302
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.224, 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: 15.5m (50.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 384553, Location: 2M SE MARTINTON (Lat: 40.916842, Lng: -87.692569), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 78 (year 2032), Design Load: HS 20, Features Intersected: MARTINTON DITCH, Facility Carried by Structure: TR 302
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 10.348, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 384553, Location: 2M SE MARTINTON (Lat: 40.916842, Lng: -87.692569), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 78 (year 2032), Design Load: HS 20, Features Intersected: MARTINTON DITCH, Facility Carried by Structure: TR 302
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 10.348, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 384556, Location: 2.75 W MARTINTON (Lat: 40.914994, Lng: -87.779994), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 48%, Average Future Daily Traffic: 156 (year 2032), Design Load: HS 25 or greater, Features Intersected: PIKE CREEK, Facility Carried by Structure: TR 224
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.019, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, 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: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 384556, Location: 2.75 W MARTINTON (Lat: 40.914994, Lng: -87.779994), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 48%, Average Future Daily Traffic: 156 (year 2032), Design Load: HS 25 or greater, Features Intersected: PIKE CREEK, Facility Carried by Structure: TR 224
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.019, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, 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: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 384558, Location: 1.25 MI E MARTINTON (Lat: 40.919719, Lng: -87.696933), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 47%, Average Future Daily Traffic: 79 (year 2032), Design Load: HS 25 or greater, Features Intersected: MARTINTON DITCH NO3, Facility Carried by Structure: TR 55B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 384558, Location: 1.25 MI E MARTINTON (Lat: 40.919719, Lng: -87.696933), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 47%, Average Future Daily Traffic: 79 (year 2032), Design Load: HS 25 or greater, Features Intersected: MARTINTON DITCH NO3, Facility Carried by Structure: TR 55B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing