Bridge Statistics for La Paz, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 34Number of bridges
- 233ft / 71.3mTotal length
- $1,000,000Total costs
- 190,937Total average daily traffic
- 38,806Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for La Paz
- No street view available for this location
- New bridges - historical statistics
- 11980-1989
- 21990-1999
- 42000-2009
- 272010-2019
- Bridge Condition - Deck
- 9.1%Excellent
- 40.9%Very good
- 40.9%Good
- 9.1%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Very good
- 45.5%Good
- 4.5%Satisfactory
- Bridge Condition - Substructure
- 40.9%Very good
- 54.5%Good
- 4.5%Satisfactory
- Bridge Condition - Channel
- 10.0%Excellent
- 70.0%Very good
- 20.0%Good
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Structure Number: 1015, Location: 00.77 N OF US 6 (Lat: 41.460311, Lng: -86.307800), Route carried "on" structure: County highway 81, Year Built: 1980, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 5,150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,575 (year 2040), Design Load: HS 20, Features Intersected: CSX RR, Facility Carried by Structure: MICHIGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.265, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,000,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1015, Location: 00.77 N OF US 6 (Lat: 41.460311, Lng: -86.307800), Route carried "on" structure: County highway 81, Year Built: 1980, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 5,150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,575 (year 2040), Design Load: HS 20, Features Intersected: CSX RR, Facility Carried by Structure: MICHIGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.265, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,000,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 76562, Location: 01.90 N US 6 (Lat: 41.475850, Lng: -86.282950), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 6.26m (20.54ft), Average Daily Traffic: 243 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 460 (year 2030), Design Load: HS 25 or greater, Features Intersected: US 31 NB/SB, Facility Carried by Structure: TYLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 59.6 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: 33.0 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: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 76562, Location: 01.90 N US 6 (Lat: 41.475850, Lng: -86.282950), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 6.26m (20.54ft), Average Daily Traffic: 243 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 460 (year 2030), Design Load: HS 25 or greater, Features Intersected: US 31 NB/SB, Facility Carried by Structure: TYLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 59.6 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: 33.0 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: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 79782, Location: 01.12 N US 6 (Lat: 41.464339, Lng: -86.288261), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 8,752 (year 2015), Truck Traffic: 22%, Average Future Daily Traffic: 15,568 (year 2035), Design Load: HL 93, Features Intersected: E 1ST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.723, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 53.1 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: 34.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 79782, Location: 01.12 N US 6 (Lat: 41.464339, Lng: -86.288261), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 8,752 (year 2015), Truck Traffic: 22%, Average Future Daily Traffic: 15,568 (year 2035), Design Load: HL 93, Features Intersected: E 1ST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.723, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 53.1 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: 34.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 79786, Location: 01.12 N US 6 (Lat: 41.464350, Lng: -86.288719), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 8,752 (year 2015), Truck Traffic: 22%, Average Future Daily Traffic: 15,568 (year 2035), Design Load: HL 93, Features Intersected: E 1ST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.532, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 53.1 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: 34.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 79786, Location: 01.12 N US 6 (Lat: 41.464350, Lng: -86.288719), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 8,752 (year 2015), Truck Traffic: 22%, Average Future Daily Traffic: 15,568 (year 2035), Design Load: HL 93, Features Intersected: E 1ST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.532, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 53.1 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: 34.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 79794, Location: 01.19 N US 6 (Lat: 41.466500, Lng: -86.287800), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 8,752 (year 2015), Truck Traffic: 22%, Average Future Daily Traffic: 15,568 (year 2035), Design Load: HL 93, Features Intersected: MANGUN ARM DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 376.345, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 53.8 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: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 79794, Location: 01.19 N US 6 (Lat: 41.466500, Lng: -86.287800), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 8,752 (year 2015), Truck Traffic: 22%, Average Future Daily Traffic: 15,568 (year 2035), Design Load: HL 93, Features Intersected: MANGUN ARM DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 376.345, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 53.8 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: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7982, Location: 01.83 S US 6 (Lat: 41.421911, Lng: -86.298300), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 9,744 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 16,629 (year 2035), Design Load: HL 93, Features Intersected: UNT ELMER SELTENRIGHT DI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 371.260, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 51.2 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: 39.5 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7982, Location: 01.83 S US 6 (Lat: 41.421911, Lng: -86.298300), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 9,744 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 16,629 (year 2035), Design Load: HL 93, Features Intersected: UNT ELMER SELTENRIGHT DI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 371.260, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 51.2 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: 39.5 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 79822, Location: 01.83 S US 6 (Lat: 41.421911, Lng: -86.298700), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 9,748 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 16,268 (year 2035), Design Load: HL 93, Features Intersected: UNT ELMER SELTENRIGHT DI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 371.260, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 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: 41.5 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: Better than present minimum criteria, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 79822, Location: 01.83 S US 6 (Lat: 41.421911, Lng: -86.298700), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 9,748 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 16,268 (year 2035), Design Load: HL 93, Features Intersected: UNT ELMER SELTENRIGHT DI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 371.260, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 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: 41.5 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: Better than present minimum criteria, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 79824, Location: 01.30 S US 6 (Lat: 41.430931, Lng: -86.296219), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 9,742 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 16,294 (year 2035), Design Load: HL 93, Features Intersected: WEST 3A ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 372.306, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 52.2 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 79824, Location: 01.30 S US 6 (Lat: 41.430931, Lng: -86.296219), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 9,742 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 16,294 (year 2035), Design Load: HL 93, Features Intersected: WEST 3A ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 372.306, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 52.2 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 79826, Location: 01.30 S US 6 (Lat: 41.430900, Lng: -86.296600), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 8,763 (year 2015), Truck Traffic: 30%, Average Future Daily Traffic: 16,294 (year 2030), Design Load: HL 93, Features Intersected: WEST 3A ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 372.306, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Good, Operating Rating: 52.2 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 79826, Location: 01.30 S US 6 (Lat: 41.430900, Lng: -86.296600), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 8,763 (year 2015), Truck Traffic: 30%, Average Future Daily Traffic: 16,294 (year 2030), Design Load: HL 93, Features Intersected: WEST 3A ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 372.306, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Good, Operating Rating: 52.2 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 79828, Location: 00.90 S US 6 (Lat: 41.437150, Lng: -86.293250), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 7,790 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 15,568 (year 2035), Design Load: HL 93, Features Intersected: ELMER SELTENRIGHT DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 373.046, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 57.7 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: 39.5 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 79828, Location: 00.90 S US 6 (Lat: 41.437150, Lng: -86.293250), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 7,790 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 15,568 (year 2035), Design Load: HL 93, Features Intersected: ELMER SELTENRIGHT DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 373.046, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 57.7 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: 39.5 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7983, Location: 00.90 S US 6 (Lat: 41.437631, Lng: -86.293569), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 7,729 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 15,568 (year 2035), Design Load: HL 93, Features Intersected: ELMER SELTENRIGHT DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 373.046, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.8 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: 42.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7983, Location: 00.90 S US 6 (Lat: 41.437631, Lng: -86.293569), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 7,729 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 15,568 (year 2035), Design Load: HL 93, Features Intersected: ELMER SELTENRIGHT DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 373.046, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.8 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: 42.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 79832, Location: 00.63 N US 6 (Lat: 41.459381, Lng: -86.290319), Route carried "on" structure: US 31, Year Built: 2014, Year Reconstructed: 2021, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 7,790 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 15,568 (year 2035), Design Load: HL 93, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 375.524, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.3m (125.7ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 61.9 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: 41.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 79832, Location: 00.63 N US 6 (Lat: 41.459381, Lng: -86.290319), Route carried "on" structure: US 31, Year Built: 2014, Year Reconstructed: 2021, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 7,790 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 15,568 (year 2035), Design Load: HL 93, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 375.524, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.3m (125.7ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 61.9 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: 41.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 79834, Location: 00.63 N US 6 (Lat: 41.459400, Lng: -86.290731), Route carried "on" structure: US 31, Year Built: 2014, Year Reconstructed: 2021, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 7,729 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 15,568 (year 2015), Design Load: HL 93, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 375.524, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.3m (125.7ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 61.9 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: 41.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 79834, Location: 00.63 N US 6 (Lat: 41.459400, Lng: -86.290731), Route carried "on" structure: US 31, Year Built: 2014, Year Reconstructed: 2021, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 7,729 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 15,568 (year 2015), Design Load: HL 93, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 375.524, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.3m (125.7ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 61.9 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: 41.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 79836, Location: 06.76 N US 30 (Lat: 41.449900, Lng: -86.292319), Route carried "on" structure: US 31, Year Built: 2014, Year Reconstructed: 2021, Status: Open, Structure Length: 4.80m (15.75ft), Average Daily Traffic: 8,763 (year 2015), Truck Traffic: 30%, Average Future Daily Traffic: 16,294 (year 2035), Design Load: HL 93, Features Intersected: US 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 520.896, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 54.8 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: 32.7 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 79836, Location: 06.76 N US 30 (Lat: 41.449900, Lng: -86.292319), Route carried "on" structure: US 31, Year Built: 2014, Year Reconstructed: 2021, Status: Open, Structure Length: 4.80m (15.75ft), Average Daily Traffic: 8,763 (year 2015), Truck Traffic: 30%, Average Future Daily Traffic: 16,294 (year 2035), Design Load: HL 93, Features Intersected: US 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 520.896, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 54.8 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: 32.7 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 79838, Location: 06.76 N US 30 (Lat: 41.449881, Lng: -86.292739), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 4.80m (15.75ft), Average Daily Traffic: 8,763 (year 2015), Truck Traffic: 30%, Average Future Daily Traffic: 16,294 (year 2035), Design Load: HL 93, Features Intersected: US 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 374.446, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.8 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: 42.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 79838, Location: 06.76 N US 30 (Lat: 41.449881, Lng: -86.292739), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 4.80m (15.75ft), Average Daily Traffic: 8,763 (year 2015), Truck Traffic: 30%, Average Future Daily Traffic: 16,294 (year 2035), Design Load: HL 93, Features Intersected: US 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 374.446, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.8 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: 42.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 80436, Location: 02.51 S US 6 (Lat: 41.415711, Lng: -86.298561), Route carried "on" structure: Alternate County highway 4, Year Built: 2013, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 255 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 2,350 (year 2032), Design Load: HL 93, Features Intersected: US 31 NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.7m (100.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.2 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: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 80436, Location: 02.51 S US 6 (Lat: 41.415711, Lng: -86.298561), Route carried "on" structure: Alternate County highway 4, Year Built: 2013, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 255 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 2,350 (year 2032), Design Load: HL 93, Features Intersected: US 31 NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.7m (100.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.2 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: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 80642, Location: 00.77 N US 6 (Lat: 41.460761, Lng: -86.289719), Route carried "on" structure: US 31, Year Built: 2013, Year Reconstructed: 2021, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 7,790 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 15,568 (year 2030), Design Load: HL 93, Features Intersected: LEHMAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 375.685, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.9 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: 38.2 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: Better than present minimum criteria, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 80642, Location: 00.77 N US 6 (Lat: 41.460761, Lng: -86.289719), Route carried "on" structure: US 31, Year Built: 2013, Year Reconstructed: 2021, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 7,790 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 15,568 (year 2030), Design Load: HL 93, Features Intersected: LEHMAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 375.685, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.9 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: 38.2 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: Better than present minimum criteria, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 80644, Location: 0.77 N US 6 (Lat: 41.460739, Lng: -86.290189), Route carried "on" structure: US 31, Year Built: 2013, Year Reconstructed: 2021, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 7,729 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 15,616 (year 2030), Design Load: HL 93, Features Intersected: LEHMAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 375.685, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 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: 41.5 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: Better than present minimum criteria, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 80644, Location: 0.77 N US 6 (Lat: 41.460739, Lng: -86.290189), Route carried "on" structure: US 31, Year Built: 2013, Year Reconstructed: 2021, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 7,729 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 15,616 (year 2030), Design Load: HL 93, Features Intersected: LEHMAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 375.685, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 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: 41.5 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: Better than present minimum criteria, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5000031, Location: 00.20 W OF N LILAC ROAD (Lat: 41.416139, Lng: -86.285231), Route carried "on" structure: County highway 268, Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 775 (year 2040), Design Load: HS 20, Features Intersected: ELMER SELTENRIGHT DITCH, Facility Carried by Structure: WEST 4A ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
Structure Number: 5000031, Location: 00.20 W OF N LILAC ROAD (Lat: 41.416139, Lng: -86.285231), Route carried "on" structure: County highway 268, Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 775 (year 2040), Design Load: HS 20, Features Intersected: ELMER SELTENRIGHT DITCH, Facility Carried by Structure: WEST 4A ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
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Structure Number: 5000032, Location: 00.20 S OF 4A ROAD (Lat: 41.412931, Lng: -86.286181), Route carried "on" structure: County highway 45, Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: ELMER SELTENRIGHT DITCH, Facility Carried by Structure: N LILAC ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
Structure Number: 5000032, Location: 00.20 S OF 4A ROAD (Lat: 41.412931, Lng: -86.286181), Route carried "on" structure: County highway 45, Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: ELMER SELTENRIGHT DITCH, Facility Carried by Structure: N LILAC ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
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Structure Number: 5000144, Location: 00.20 S OF W 1ST ROAD (Lat: 41.461469, Lng: -86.329411), Route carried "on" structure: County highway 37, Year Built: 2003, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 625 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: N OAK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
Structure Number: 5000144, Location: 00.20 S OF W 1ST ROAD (Lat: 41.461469, Lng: -86.329411), Route carried "on" structure: County highway 37, Year Built: 2003, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 625 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: N OAK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
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Structure Number: 5000149, Location: 00.11 S 2C RD (Lat: 41.436781, Lng: -86.292889), Route carried "on" structure: County highway 751, Year Built: 2013, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: ELMER SELTENRIGHT DITCH, Facility Carried by Structure: MAPLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5000149, Location: 00.11 S 2C RD (Lat: 41.436781, Lng: -86.292889), Route carried "on" structure: County highway 751, Year Built: 2013, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: ELMER SELTENRIGHT DITCH, Facility Carried by Structure: MAPLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 76562, Location: 01.90 N US 6 (Lat: 41.475850, Lng: -86.282958), Route carried "under" structure: US 31, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 8,676 (year 2020), Truck Traffic: 6%, Features Intersected: TYLER RD
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 377.472, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 31.0m (101.7ft)
Structure Number: 76562, Location: 01.90 N US 6 (Lat: 41.475850, Lng: -86.282958), Route carried "under" structure: US 31, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 8,676 (year 2020), Truck Traffic: 6%, Features Intersected: TYLER RD
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 377.472, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 31.0m (101.7ft)
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Structure Number: 76562, Location: 01.90 N US 6 (Lat: 41.475850, Lng: -86.282958), Route carried "under" structure: US 31, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 8,307 (year 2020), Truck Traffic: 6%, Features Intersected: TYLER RD
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 377.472, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 31.0m (101.7ft)
Structure Number: 76562, Location: 01.90 N US 6 (Lat: 41.475850, Lng: -86.282958), Route carried "under" structure: US 31, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 8,307 (year 2020), Truck Traffic: 6%, Features Intersected: TYLER RD
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 377.472, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 31.0m (101.7ft)
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Structure Number: 79782, Location: 01.90 N US 6 (Lat: 41.475850, Lng: -86.282958), Route carried "under" structure: County highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 146 (year 2015), Truck Traffic: 22%, Features Intersected: US 31 NB, Facility Carried by Structure: E 1ST ROAD
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 34.874, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.7m (61.4ft)
Structure Number: 79782, Location: 01.90 N US 6 (Lat: 41.475850, Lng: -86.282958), Route carried "under" structure: County highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 146 (year 2015), Truck Traffic: 22%, Features Intersected: US 31 NB, Facility Carried by Structure: E 1ST ROAD
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 34.874, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.7m (61.4ft)
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Structure Number: 79786, Location: 01.90 N US 6 (Lat: 41.475850, Lng: -86.282958), Route carried "under" structure: County highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 146 (year 2016), Truck Traffic: 23%, Features Intersected: US 31 SB, Facility Carried by Structure: E 1ST RD
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 34.874, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.7m (61.4ft)
Structure Number: 79786, Location: 01.90 N US 6 (Lat: 41.475850, Lng: -86.282958), Route carried "under" structure: County highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 146 (year 2016), Truck Traffic: 23%, Features Intersected: US 31 SB, Facility Carried by Structure: E 1ST RD
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 34.874, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.7m (61.4ft)
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Structure Number: 79824, Location: 1.30 S US6 (Lat: 41.430900, Lng: -86.296400), Route carried "under" structure: County highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 89 (year 2020), Truck Traffic: 11%, Features Intersected: US 31 NB, Facility Carried by Structure: WEST 3A ROAD
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 372.306, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 79824, Location: 1.30 S US6 (Lat: 41.430900, Lng: -86.296400), Route carried "under" structure: County highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 89 (year 2020), Truck Traffic: 11%, Features Intersected: US 31 NB, Facility Carried by Structure: WEST 3A ROAD
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 372.306, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
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Structure Number: 79826, Location: 1.30 S US 6 (Lat: 41.430900, Lng: -86.296600), Route carried "under" structure: County highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 89 (year 2020), Truck Traffic: 11%, Features Intersected: US 31 SB, Facility Carried by Structure: WEST 3A ROAD
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 372.306, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 79826, Location: 1.30 S US 6 (Lat: 41.430900, Lng: -86.296600), Route carried "under" structure: County highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 89 (year 2020), Truck Traffic: 11%, Features Intersected: US 31 SB, Facility Carried by Structure: WEST 3A ROAD
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 372.306, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
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Structure Number: 79836, Location: 0.92 E US-6 and old US-31 (Lat: 41.449700, Lng: -86.292500), Route carried "under" structure: US 6, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 4,702 (year 2015), Truck Traffic: 17%, Features Intersected: US 31 NB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 520.896, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.7m (77.8ft)
Structure Number: 79836, Location: 0.92 E US-6 and old US-31 (Lat: 41.449700, Lng: -86.292500), Route carried "under" structure: US 6, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 4,702 (year 2015), Truck Traffic: 17%, Features Intersected: US 31 NB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 520.896, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.7m (77.8ft)
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Structure Number: 79836, Location: 0.92 E US-6 and Old US-31 (Lat: 41.449700, Lng: -86.292500), Route carried "under" structure: US 6, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 4,702 (year 2015), Truck Traffic: 17%, Features Intersected: US 31 NB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 520.896, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.7m (77.8ft)
Structure Number: 79836, Location: 0.92 E US-6 and Old US-31 (Lat: 41.449700, Lng: -86.292500), Route carried "under" structure: US 6, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 4,702 (year 2015), Truck Traffic: 17%, Features Intersected: US 31 NB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 520.896, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.7m (77.8ft)
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Structure Number: 79838, Location: 0.92 E US-6 and old US-31 (Lat: 41.449700, Lng: -86.292500), Route carried "under" structure: US 6, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 4,702 (year 2015), Truck Traffic: 17%, Features Intersected: US-6 EBL, Facility Carried by Structure: US-31 SBL
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 520.896, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.7m (77.8ft)
Structure Number: 79838, Location: 0.92 E US-6 and old US-31 (Lat: 41.449700, Lng: -86.292500), Route carried "under" structure: US 6, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 4,702 (year 2015), Truck Traffic: 17%, Features Intersected: US-6 EBL, Facility Carried by Structure: US-31 SBL
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 520.896, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.7m (77.8ft)
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Structure Number: 79838, Location: 0.92 E US-6 and old US-31 (Lat: 41.449700, Lng: -86.292500), Route carried "under" structure: US 6, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 4,702 (year 2015), Truck Traffic: 17%, Features Intersected: US-6 WBL, Facility Carried by Structure: US-31 SBL
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 520.896, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.7m (77.8ft)
Structure Number: 79838, Location: 0.92 E US-6 and old US-31 (Lat: 41.449700, Lng: -86.292500), Route carried "under" structure: US 6, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 4,702 (year 2015), Truck Traffic: 17%, Features Intersected: US-6 WBL, Facility Carried by Structure: US-31 SBL
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 520.896, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.7m (77.8ft)
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Structure Number: 80436, Location: 02.51 S US 6 (Lat: 41.415711, Lng: -86.298569), Route carried "under" structure: US 31, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 9,744 (year 2020), Truck Traffic: 21%, Features Intersected: US 31 NBL, Facility Carried by Structure: CR WEST 4A
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 27.986, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 30.7m (100.7ft)
Structure Number: 80436, Location: 02.51 S US 6 (Lat: 41.415711, Lng: -86.298569), Route carried "under" structure: US 31, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 9,744 (year 2020), Truck Traffic: 21%, Features Intersected: US 31 NBL, Facility Carried by Structure: CR WEST 4A
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 27.986, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 30.7m (100.7ft)
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Structure Number: 80436, Location: 02.51 S US 6 (Lat: 41.415711, Lng: -86.298569), Route carried "under" structure: US 31, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 9,748 (year 2020), Truck Traffic: 21%, Features Intersected: US 31 SBL, Facility Carried by Structure: CR WEST 4A
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 27.986, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 30.7m (100.7ft)
Structure Number: 80436, Location: 02.51 S US 6 (Lat: 41.415711, Lng: -86.298569), Route carried "under" structure: US 31, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 9,748 (year 2020), Truck Traffic: 21%, Features Intersected: US 31 SBL, Facility Carried by Structure: CR WEST 4A
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 27.986, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 30.7m (100.7ft)