Bridge Statistics for Indianapolis, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 1,482Number of bridges
- 15,935ft / 4,857mTotal length
- $97,296,000Total costs
- 46,244,197Total average daily traffic
- 6,291,781Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Indianapolis
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 101900-1909
- 131910-1919
- 241920-1929
- 251930-1939
- 161940-1949
- 1301950-1959
- 4561960-1969
- 3181970-1979
- 561980-1989
- 871990-1999
- 2022000-2009
- 1222010-2019
- 222020-2022
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 41950-1959
- 41960-1969
- 241970-1979
- 881980-1989
- 1371990-1999
- 1122000-2009
- 652010-2019
- 252020-2022
- Bridge Condition - Deck
- 3.6%Excellent
- 14.6%Very good
- 36.5%Good
- 29.0%Satisfactory
- 13.2%Fair
- 2.9%Poor
- 0.3%Serious
- Bridge Condition - Superstructure
- 3.9%Excellent
- 15.1%Very good
- 38.6%Good
- 23.9%Satisfactory
- 15.9%Fair
- 2.2%Poor
- 0.5%Serious
- Bridge Condition - Substructure
- 3.7%Excellent
- 13.3%Very good
- 42.3%Good
- 29.2%Satisfactory
- 9.4%Fair
- 1.9%Poor
- 0.1%Imminent failure
- Bridge Condition - Channel
- 0.3%Excellent
- 7.7%Very good
- 33.9%Good
- 40.9%Satisfactory
- 14.8%Fair
- 2.4%Poor
- Bridge Condition - Culverts
- 10.3%Excellent
- 35.0%Very good
- 33.3%Good
- 14.5%Satisfactory
- 5.1%Fair
- 1.7%Poor
- 0.9%Serious
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Structure Number: 4900705, Location: 00.17 N OF 38TH ST (Lat: 39.828619, Lng: -86.060050), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,400 (year 2039), Design Load: HL 93, Features Intersected: POGUE'S RUN, Facility Carried by Structure: SHERIDAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.0m, Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable 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: August 2021
Structure Number: 4900705, Location: 00.17 N OF 38TH ST (Lat: 39.828619, Lng: -86.060050), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,400 (year 2039), Design Load: HL 93, Features Intersected: POGUE'S RUN, Facility Carried by Structure: SHERIDAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.0m, Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable 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: August 2021
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Structure Number: 4900706, Location: 0.18 S. WICKER ROAD (Lat: 39.638889, Lng: -86.206689), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 12.73m (41.77ft), Average Daily Traffic: 3,800 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 5,300 (year 2045), Design Load: HL 93, Features Intersected: PLEASANT RUN CREEK, Facility Carried by Structure: W. CONNECTOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Inventory Rating: 65.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4900706, Location: 0.18 S. WICKER ROAD (Lat: 39.638889, Lng: -86.206689), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 12.73m (41.77ft), Average Daily Traffic: 3,800 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 5,300 (year 2045), Design Load: HL 93, Features Intersected: PLEASANT RUN CREEK, Facility Carried by Structure: W. CONNECTOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Inventory Rating: 65.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 4900707, Location: 00.40 S OF 56TH ST (Lat: 39.848050, Lng: -86.197631), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 2,106 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,544 (year 2039), Design Load: HL 93, Features Intersected: CROOKED CREEK, Facility Carried by Structure: KNOLLTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 40.5 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: 30.1 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4900707, Location: 00.40 S OF 56TH ST (Lat: 39.848050, Lng: -86.197631), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 2,106 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,544 (year 2039), Design Load: HL 93, Features Intersected: CROOKED CREEK, Facility Carried by Structure: KNOLLTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 40.5 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: 30.1 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 4900708, Location: 00.02 N 86TH ST (Lat: 39.913339, Lng: -85.956781), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 491 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 730 (year 2040), Design Load: HL 93, Features Intersected: NORTH FORK DRY BRANCH, Facility Carried by Structure: ADML'S POINT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 42.4 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: 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: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4900708, Location: 00.02 N 86TH ST (Lat: 39.913339, Lng: -85.956781), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 491 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 730 (year 2040), Design Load: HL 93, Features Intersected: NORTH FORK DRY BRANCH, Facility Carried by Structure: ADML'S POINT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 42.4 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: 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: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 5500114, Location: 00.78 N OF E LANDERSDALE (Lat: 39.627261, Lng: -86.255372), Route carried "on" structure: County highway 53, Year Built: 1984, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 3,150 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 5,510 (year 2038), Design Load: HS 20, Features Intersected: GOOSE CREEK, Facility Carried by Structure: MANN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5500114, Location: 00.78 N OF E LANDERSDALE (Lat: 39.627261, Lng: -86.255372), Route carried "on" structure: County highway 53, Year Built: 1984, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 3,150 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 5,510 (year 2038), Design Load: HS 20, Features Intersected: GOOSE CREEK, Facility Carried by Structure: MANN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5500173, Location: 00.37 N OF CR 1300 N (Lat: 39.623950, Lng: -86.271325), Route carried "on" structure: County highway 351, Year Built: 2012, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 330 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 580 (year 2038), Features Intersected: PROSPECT BRANCH, Facility Carried by Structure: NORTH COX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 5500173, Location: 00.37 N OF CR 1300 N (Lat: 39.623950, Lng: -86.271325), Route carried "on" structure: County highway 351, Year Built: 2012, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 330 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 580 (year 2038), Features Intersected: PROSPECT BRANCH, Facility Carried by Structure: NORTH COX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 7300001, Location: 00.80 W OF CR 700 W (Lat: 39.660700, Lng: -85.930189), Route carried "on" structure: County highway 27, Year Built: 1974, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 625 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,100 (year 2041), Design Load: HS 20, Features Intersected: LITTLE SUGAR CREEK, Facility Carried by Structure: CR 950 NORTH
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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.2m (46.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7300001, Location: 00.80 W OF CR 700 W (Lat: 39.660700, Lng: -85.930189), Route carried "on" structure: County highway 27, Year Built: 1974, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 625 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,100 (year 2041), Design Load: HS 20, Features Intersected: LITTLE SUGAR CREEK, Facility Carried by Structure: CR 950 NORTH
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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.2m (46.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7300002, Location: 00.50 W OF CR 700 W (Lat: 39.682819, Lng: -85.922531), Route carried "on" structure: County highway 284, Year Built: 2001, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2041), Design Load: HS 20, Features Intersected: WEST LITTLE SUGAR CREEK, Facility Carried by Structure: CR 1100 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7300002, Location: 00.50 W OF CR 700 W (Lat: 39.682819, Lng: -85.922531), Route carried "on" structure: County highway 284, Year Built: 2001, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2041), Design Load: HS 20, Features Intersected: WEST LITTLE SUGAR CREEK, Facility Carried by Structure: CR 1100 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7300004, Location: 00.90 W OF CR 600 W (Lat: 39.668019, Lng: -85.911989), Route carried "on" structure: County highway 1000, Year Built: 1981, Status: Open, Structure Length: 7.45m (24.44ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 550 (year 2041), Design Load: HS 20, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7300004, Location: 00.90 W OF CR 600 W (Lat: 39.668019, Lng: -85.911989), Route carried "on" structure: County highway 1000, Year Built: 1981, Status: Open, Structure Length: 7.45m (24.44ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 550 (year 2041), Design Load: HS 20, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7300012, Location: 00.10 W OF CR 800 W (Lat: 39.624100, Lng: -85.930011), Route carried "on" structure: County highway 242, Year Built: 1975, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 225 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 375 (year 2041), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: CR 700 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7300012, Location: 00.10 W OF CR 800 W (Lat: 39.624100, Lng: -85.930011), Route carried "on" structure: County highway 242, Year Built: 1975, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 225 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 375 (year 2041), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: CR 700 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7300014, Location: 00.30 W OF CR 800 W (Lat: 39.638550, Lng: -85.938289), Route carried "on" structure: County highway 235, Year Built: 1956, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 275 (year 2041), Design Load: H 20, Features Intersected: WEST LITTLE SUGAR CREEK, Facility Carried by Structure: CR 800 NORTH
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: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7300014, Location: 00.30 W OF CR 800 W (Lat: 39.638550, Lng: -85.938289), Route carried "on" structure: County highway 235, Year Built: 1956, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 275 (year 2041), Design Load: H 20, Features Intersected: WEST LITTLE SUGAR CREEK, Facility Carried by Structure: CR 800 NORTH
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: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7300164, Location: 00.30 W OF CR 750 W (Lat: 39.655439, Lng: -85.930481), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 250 (year 2041), Design Load: HS 20, Features Intersected: WEST LITTLE SUGAR CREEK, Facility Carried by Structure: SYCAMORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), 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: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7300164, Location: 00.30 W OF CR 750 W (Lat: 39.655439, Lng: -85.930481), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 250 (year 2041), Design Load: HS 20, Features Intersected: WEST LITTLE SUGAR CREEK, Facility Carried by Structure: SYCAMORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), 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: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7300165, Location: 00.50 N OF CR 800 N (Lat: 39.644039, Lng: -85.942669), Route carried "on" structure: County highway 235, Year Built: 1999, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 175 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2041), Design Load: HS 20, Features Intersected: BRANCH LITTLE SUGAR CR, Facility Carried by Structure: CR 850 WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 9.6m (31.5ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7300165, Location: 00.50 N OF CR 800 N (Lat: 39.644039, Lng: -85.942669), Route carried "on" structure: County highway 235, Year Built: 1999, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 175 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2041), Design Load: HS 20, Features Intersected: BRANCH LITTLE SUGAR CR, Facility Carried by Structure: CR 850 WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 9.6m (31.5ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7300177, Location: 00.65 W OF CR 700 W (Lat: 39.682719, Lng: -85.925700), Route carried "on" structure: County highway 284, Year Built: 1982, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2039), Design Load: HS 20, Features Intersected: SWEET CREEK, Facility Carried by Structure: CR 1100 NORTH
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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7300177, Location: 00.65 W OF CR 700 W (Lat: 39.682719, Lng: -85.925700), Route carried "on" structure: County highway 284, Year Built: 1982, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2039), Design Load: HS 20, Features Intersected: SWEET CREEK, Facility Carried by Structure: CR 1100 NORTH
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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7300185, Location: 00.45 W OF CR 800 W (Lat: 39.623911, Lng: -85.941611), Route carried "on" structure: County highway 242, Year Built: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 175 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2041), Design Load: HS 20, Features Intersected: BRANCH OF SUGAR CREEK, Facility Carried by Structure: CR 700 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7300185, Location: 00.45 W OF CR 800 W (Lat: 39.623911, Lng: -85.941611), Route carried "on" structure: County highway 242, Year Built: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 175 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2041), Design Load: HS 20, Features Intersected: BRANCH OF SUGAR CREEK, Facility Carried by Structure: CR 700 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 730021, Location: 00.05 S OF CR 700N (Lat: 39.622589, Lng: -85.947761), Route carried "on" structure: County highway 233, Year Built: 2019, Status: Open, Structure Length: 3.70m (12.14ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: CR 875 WEST
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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.1m (118.4ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 730021, Location: 00.05 S OF CR 700N (Lat: 39.622589, Lng: -85.947761), Route carried "on" structure: County highway 233, Year Built: 2019, Status: Open, Structure Length: 3.70m (12.14ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: CR 875 WEST
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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.1m (118.4ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 24 months, Inspection Date: November 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: 944, Location: 00.22 N SR 135 (Lat: 39.699069, Lng: -86.148831), Route carried "under" structure: Interstate 465, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 57,320 (year 2006), Truck Traffic: 17%, Features Intersected: I-465 EB, Facility Carried by Structure: US 31
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 3.541, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.0m (88.6ft)
Structure Number: 944, Location: 00.22 N SR 135 (Lat: 39.699069, Lng: -86.148831), Route carried "under" structure: Interstate 465, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 57,320 (year 2006), Truck Traffic: 17%, Features Intersected: I-465 EB, Facility Carried by Structure: US 31
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 3.541, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.0m (88.6ft)
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Structure Number: 944, Location: 00.22 N SR 135 (Lat: 39.699069, Lng: -86.148831), Route carried "under" structure: Interstate 465, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 57,320 (year 2006), Truck Traffic: 17%, Features Intersected: I-465 WB, Facility Carried by Structure: US 31
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 3.541, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.0m (88.6ft)
Structure Number: 944, Location: 00.22 N SR 135 (Lat: 39.699069, Lng: -86.148831), Route carried "under" structure: Interstate 465, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 57,320 (year 2006), Truck Traffic: 17%, Features Intersected: I-465 WB, Facility Carried by Structure: US 31
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 3.541, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.0m (88.6ft)
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Structure Number: 1169, Location: 01.88 W I-465 (Lat: 39.764161, Lng: -86.302919), Route carried "under" structure: US 36, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 20,140 (year 2009), Truck Traffic: 7%, Features Intersected: US 36 EB, Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 2.060, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)
Structure Number: 1169, Location: 01.88 W I-465 (Lat: 39.764161, Lng: -86.302919), Route carried "under" structure: US 36, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 20,140 (year 2009), Truck Traffic: 7%, Features Intersected: US 36 EB, Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 2.060, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)
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Structure Number: 1384, Location: 01.84 W I-465 (Lat: 39.738489, Lng: -86.296867), Route carried "under" structure: US 40, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 31,290 (year 2006), Truck Traffic: 5%, Features Intersected: US 40, Facility Carried by Structure: CSV RR
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 2.720, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 34.7m (113.8ft)
Structure Number: 1384, Location: 01.84 W I-465 (Lat: 39.738489, Lng: -86.296867), Route carried "under" structure: US 40, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 31,290 (year 2006), Truck Traffic: 5%, Features Intersected: US 40, Facility Carried by Structure: CSV RR
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 2.720, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 34.7m (113.8ft)
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Structure Number: 2695, Location: 01.52 W SR 134 (Lat: 39.813281, Lng: -86.315247), Route carried "under" structure: US 136, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 18,440 (year 2006), Truck Traffic: 5%, Features Intersected: US 136, Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 1.127, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 28.4m (93.2ft)
Structure Number: 2695, Location: 01.52 W SR 134 (Lat: 39.813281, Lng: -86.315247), Route carried "under" structure: US 136, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 18,440 (year 2006), Truck Traffic: 5%, Features Intersected: US 136, Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 1.127, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 28.4m (93.2ft)
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Structure Number: 32515, Location: 00.26 N I-465 (Lat: 39.731981, Lng: -86.049489), Route carried "under" structure: Alternate US 421, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 9,200 (year 2006), Truck Traffic: 10%, Features Intersected: US-421X NBL, Facility Carried by Structure: HUNTER ROAD
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.435, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 32515, Location: 00.26 N I-465 (Lat: 39.731981, Lng: -86.049489), Route carried "under" structure: Alternate US 421, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 9,200 (year 2006), Truck Traffic: 10%, Features Intersected: US-421X NBL, Facility Carried by Structure: HUNTER ROAD
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.435, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 32515, Location: 00.26 N I-465 (Lat: 39.731981, Lng: -86.049489), Route carried "under" structure: Alternate US 421, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 9,200 (year 2006), Truck Traffic: 10%, Features Intersected: US-421X SBL, Facility Carried by Structure: HUNTER ROAD
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.435, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 32515, Location: 00.26 N I-465 (Lat: 39.731981, Lng: -86.049489), Route carried "under" structure: Alternate US 421, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 9,200 (year 2006), Truck Traffic: 10%, Features Intersected: US-421X SBL, Facility Carried by Structure: HUNTER ROAD
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.435, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 32565, Location: 00.57 E US 31 (Lat: 39.698250, Lng: -86.138469), Route carried "under" structure: Interstate 465, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 115,485 (year 2004), Truck Traffic: 5%, Features Intersected: I-465 WB, Facility Carried by Structure: MADISON AVENUE
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 2.639, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft)
Structure Number: 32565, Location: 00.57 E US 31 (Lat: 39.698250, Lng: -86.138469), Route carried "under" structure: Interstate 465, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 115,485 (year 2004), Truck Traffic: 5%, Features Intersected: I-465 WB, Facility Carried by Structure: MADISON AVENUE
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 2.639, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft)
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Structure Number: 32565, Location: 00.57 E US 31 (Lat: 39.698250, Lng: -86.138469), Route carried "under" structure: Interstate 465, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 115,485 (year 2004), Truck Traffic: 5%, Features Intersected: I-465 EB, Facility Carried by Structure: MADISON AVENUE
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 2.639, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft)
Structure Number: 32565, Location: 00.57 E US 31 (Lat: 39.698250, Lng: -86.138469), Route carried "under" structure: Interstate 465, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 115,485 (year 2004), Truck Traffic: 5%, Features Intersected: I-465 EB, Facility Carried by Structure: MADISON AVENUE
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 2.639, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft)
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Structure Number: 3592, Location: 05.20 S I-465 (Lat: 39.636589, Lng: -86.074219), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 46,055 (year 2006), Truck Traffic: 18%, Features Intersected: I-65 SBL, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 161.980, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.5m (103.3ft)
Structure Number: 3592, Location: 05.20 S I-465 (Lat: 39.636589, Lng: -86.074219), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 46,055 (year 2006), Truck Traffic: 18%, Features Intersected: I-65 SBL, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 161.980, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.5m (103.3ft)
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Structure Number: 3592, Location: 05.20 S I-465 (Lat: 39.636589, Lng: -86.074219), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 46,055 (year 2006), Truck Traffic: 18%, Features Intersected: I-65 NBL, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 161.980, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.5m (103.3ft)
Structure Number: 3592, Location: 05.20 S I-465 (Lat: 39.636589, Lng: -86.074219), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 46,055 (year 2006), Truck Traffic: 18%, Features Intersected: I-65 NBL, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 161.980, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.5m (103.3ft)
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Structure Number: 3593, Location: 04.18 S I-465 (Lat: 39.651311, Lng: -86.074281), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 46,000 (year 2006), Truck Traffic: 18%, Features Intersected: I65 SBL, Facility Carried by Structure: STOP 11 ROAD
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 163.622, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.5m (103.3ft)
Structure Number: 3593, Location: 04.18 S I-465 (Lat: 39.651311, Lng: -86.074281), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 46,000 (year 2006), Truck Traffic: 18%, Features Intersected: I65 SBL, Facility Carried by Structure: STOP 11 ROAD
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 163.622, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.5m (103.3ft)
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Structure Number: 3593, Location: 04.18 S I-465 (Lat: 39.651311, Lng: -86.074281), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 46,000 (year 2006), Truck Traffic: 18%, Features Intersected: I65 NBL, Facility Carried by Structure: STOP 11 ROAD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 163.622, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.5m (103.3ft)
Structure Number: 3593, Location: 04.18 S I-465 (Lat: 39.651311, Lng: -86.074281), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 46,000 (year 2006), Truck Traffic: 18%, Features Intersected: I65 NBL, Facility Carried by Structure: STOP 11 ROAD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 163.622, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.5m (103.3ft)
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Structure Number: 3594, Location: 03.37 S I-465 (Lat: 39.660481, Lng: -86.082219), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 46,000 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SB, Facility Carried by Structure: EMERSON AVENUE
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 164.926, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.6m (113.5ft)
Structure Number: 3594, Location: 03.37 S I-465 (Lat: 39.660481, Lng: -86.082219), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 46,000 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SB, Facility Carried by Structure: EMERSON AVENUE
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 164.926, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.6m (113.5ft)
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Structure Number: 3594, Location: 03.37 S I-465 (Lat: 39.660481, Lng: -86.082219), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 46,000 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NB, Facility Carried by Structure: EMERSON AVENUE
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 164.926, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.6m (113.5ft)
Structure Number: 3594, Location: 03.37 S I-465 (Lat: 39.660481, Lng: -86.082219), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 46,000 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NB, Facility Carried by Structure: EMERSON AVENUE
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 164.926, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.6m (113.5ft)
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Structure Number: 3599, Location: 02.32 S I-465 (Lat: 39.670589, Lng: -86.096739), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 52,280 (year 2006), Truck Traffic: 19%, Features Intersected: I-65 NB, Facility Carried by Structure: GRAY ROAD
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 166.615, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
Structure Number: 3599, Location: 02.32 S I-465 (Lat: 39.670589, Lng: -86.096739), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 52,280 (year 2006), Truck Traffic: 19%, Features Intersected: I-65 NB, Facility Carried by Structure: GRAY ROAD
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 166.615, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
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Structure Number: 3599, Location: 02.32 S I-465 (Lat: 39.670589, Lng: -86.096739), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 52,280 (year 2006), Truck Traffic: 19%, Features Intersected: I-65 SB, Facility Carried by Structure: GRAY ROAD
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 166.615, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
Structure Number: 3599, Location: 02.32 S I-465 (Lat: 39.670589, Lng: -86.096739), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 52,280 (year 2006), Truck Traffic: 19%, Features Intersected: I-65 SB, Facility Carried by Structure: GRAY ROAD
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 166.615, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
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Structure Number: 36, Location: 01.61 S I-465 (Lat: 39.680139, Lng: -86.101239), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 52,280 (year 2006), Truck Traffic: 19%, Features Intersected: I-65 NBL, Facility Carried by Structure: STOP 8 RD/EDGEWOOD
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 167.758, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: 36, Location: 01.61 S I-465 (Lat: 39.680139, Lng: -86.101239), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 52,280 (year 2006), Truck Traffic: 19%, Features Intersected: I-65 NBL, Facility Carried by Structure: STOP 8 RD/EDGEWOOD
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 167.758, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
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Structure Number: 36, Location: 01.61 S I-465 (Lat: 39.680139, Lng: -86.101239), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 52,280 (year 2006), Truck Traffic: 19%, Features Intersected: I-65 SBL, Facility Carried by Structure: STOP 8 RD/EDGEWOOD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 167.758, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: 36, Location: 01.61 S I-465 (Lat: 39.680139, Lng: -86.101239), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 52,280 (year 2006), Truck Traffic: 19%, Features Intersected: I-65 SBL, Facility Carried by Structure: STOP 8 RD/EDGEWOOD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 167.758, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
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Structure Number: 3601, Location: 00.62 S I-465 (Lat: 39.694119, Lng: -86.105700), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 52,280 (year 2006), Truck Traffic: 19%, Features Intersected: I-65 NBL, Facility Carried by Structure: THOMPSON ROAD
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 169.351, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 3601, Location: 00.62 S I-465 (Lat: 39.694119, Lng: -86.105700), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 52,280 (year 2006), Truck Traffic: 19%, Features Intersected: I-65 NBL, Facility Carried by Structure: THOMPSON ROAD
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 169.351, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
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Structure Number: 3601, Location: 00.62 S I-465 (Lat: 39.694119, Lng: -86.105700), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 52,280 (year 2006), Truck Traffic: 19%, Features Intersected: I-65 SBL, Facility Carried by Structure: THOMPSON ROAD
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 169.351, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 3601, Location: 00.62 S I-465 (Lat: 39.694119, Lng: -86.105700), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 52,280 (year 2006), Truck Traffic: 19%, Features Intersected: I-65 SBL, Facility Carried by Structure: THOMPSON ROAD
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 169.351, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
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Structure Number: 36021, Location: 4.20 S I-70 (Lat: 39.703331, Lng: -86.110331), Route carried "under" structure: Interstate 465, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 9,780 (year 2015), Truck Traffic: 8%, Features Intersected: I-465 WB
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 170.430, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 36021, Location: 4.20 S I-70 (Lat: 39.703331, Lng: -86.110331), Route carried "under" structure: Interstate 465, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 9,780 (year 2015), Truck Traffic: 8%, Features Intersected: I-465 WB
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 170.430, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 36022, Location: 04.25 S I-70 (Lat: 39.703619, Lng: -86.106181), Route carried "under" structure: Interstate 465, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 57,985 (year 2015), Truck Traffic: 17%, Features Intersected: I-465 EB
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 85.456, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.1m (85.6ft)
Structure Number: 36022, Location: 04.25 S I-70 (Lat: 39.703619, Lng: -86.106181), Route carried "under" structure: Interstate 465, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 57,985 (year 2015), Truck Traffic: 17%, Features Intersected: I-465 EB
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 85.456, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.1m (85.6ft)
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Structure Number: 36033, Location: 4.23 S I-70 (Lat: 39.703550, Lng: -86.108150), Route carried "under" structure: Interstate 465, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 58,702 (year 2017), Truck Traffic: 19%, Features Intersected: I-465 WB, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 170.381, Lanes on structure: 4, Lanes under structure: 9, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.0m (147.6ft)
Structure Number: 36033, Location: 4.23 S I-70 (Lat: 39.703550, Lng: -86.108150), Route carried "under" structure: Interstate 465, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 58,702 (year 2017), Truck Traffic: 19%, Features Intersected: I-465 WB, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 170.381, Lanes on structure: 4, Lanes under structure: 9, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.0m (147.6ft)
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Structure Number: 36033, Location: 4.23 S I-70 (Lat: 39.703550, Lng: -86.108150), Route carried "under" structure: Interstate 465, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 58,702 (year 2017), Truck Traffic: 19%, Features Intersected: I-465 EB, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 170.381, Lanes on structure: 4, Lanes under structure: 9, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.0m (147.6ft)
Structure Number: 36033, Location: 4.23 S I-70 (Lat: 39.703550, Lng: -86.108150), Route carried "under" structure: Interstate 465, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 58,702 (year 2017), Truck Traffic: 19%, Features Intersected: I-465 EB, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 170.381, Lanes on structure: 4, Lanes under structure: 9, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.0m (147.6ft)
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Structure Number: 36034, Location: 4.23 S I-70 (Lat: 39.703419, Lng: -86.108331), Route carried "under" structure: Interstate 65, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 58,702 (year 2017), Truck Traffic: 19%, Features Intersected: I-465 EB
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 170.381, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.0m (147.6ft)
Structure Number: 36034, Location: 4.23 S I-70 (Lat: 39.703419, Lng: -86.108331), Route carried "under" structure: Interstate 65, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 58,702 (year 2017), Truck Traffic: 19%, Features Intersected: I-465 EB
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 170.381, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.0m (147.6ft)
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Structure Number: 36034, Location: 4.23 S I-70 (Lat: 39.703419, Lng: -86.108331), Route carried "under" structure: Interstate 65, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 58,702 (year 2017), Truck Traffic: 19%, Features Intersected: I465 WB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 170.381, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.0m (147.6ft)
Structure Number: 36034, Location: 4.23 S I-70 (Lat: 39.703419, Lng: -86.108331), Route carried "under" structure: Interstate 65, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 58,702 (year 2017), Truck Traffic: 19%, Features Intersected: I465 WB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 170.381, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.0m (147.6ft)
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Structure Number: 361, Location: 00.33 N I-465 (Lat: 39.708619, Lng: -86.109669), Route carried "under" structure: Interstate 65, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 52,280 (year 2006), Truck Traffic: 19%, Features Intersected: I-65 NBL, Facility Carried by Structure: HANNA AVENUE
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 170.961, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 361, Location: 00.33 N I-465 (Lat: 39.708619, Lng: -86.109669), Route carried "under" structure: Interstate 65, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 52,280 (year 2006), Truck Traffic: 19%, Features Intersected: I-65 NBL, Facility Carried by Structure: HANNA AVENUE
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 170.961, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
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Structure Number: 361, Location: 00.33 N I-465 (Lat: 39.708619, Lng: -86.109669), Route carried "under" structure: Interstate 65, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 52,280 (year 2006), Truck Traffic: 19%, Features Intersected: I-65 SBL, Facility Carried by Structure: HANNA AVENUE
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 170.961, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 361, Location: 00.33 N I-465 (Lat: 39.708619, Lng: -86.109669), Route carried "under" structure: Interstate 65, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 52,280 (year 2006), Truck Traffic: 19%, Features Intersected: I-65 SBL, Facility Carried by Structure: HANNA AVENUE
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 170.961, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
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Structure Number: 36111, Location: 01.15 N I-465 (Lat: 39.715869, Lng: -86.120689), Route carried "under" structure: City street , Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 10,694 (year 2004), Truck Traffic: 2%, Features Intersected: KEYSTONE AVENUE NBL, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.8m (107.6ft)
Structure Number: 36111, Location: 01.15 N I-465 (Lat: 39.715869, Lng: -86.120689), Route carried "under" structure: City street , Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 10,694 (year 2004), Truck Traffic: 2%, Features Intersected: KEYSTONE AVENUE NBL, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.8m (107.6ft)
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Structure Number: 36111, Location: 01.15 N I-465 (Lat: 39.715869, Lng: -86.120689), Route carried "under" structure: City street , Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 10,694 (year 2004), Truck Traffic: 2%, Features Intersected: KEYSTONE AVENUE SBL, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.8m (107.6ft)
Structure Number: 36111, Location: 01.15 N I-465 (Lat: 39.715869, Lng: -86.120689), Route carried "under" structure: City street , Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 10,694 (year 2004), Truck Traffic: 2%, Features Intersected: KEYSTONE AVENUE SBL, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.8m (107.6ft)
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Structure Number: 36121, Location: 01.15 N I-465 (Lat: 39.715681, Lng: -86.120681), Route carried "under" structure: City street , Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 10,694 (year 2004), Truck Traffic: 2%, Features Intersected: KEYSTONE AVENUE SB, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.8m (107.6ft)
Structure Number: 36121, Location: 01.15 N I-465 (Lat: 39.715681, Lng: -86.120681), Route carried "under" structure: City street , Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 10,694 (year 2004), Truck Traffic: 2%, Features Intersected: KEYSTONE AVENUE SB, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.8m (107.6ft)
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Structure Number: 36121, Location: 01.15 N I-465 (Lat: 39.715681, Lng: -86.120681), Route carried "under" structure: City street , Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 10,694 (year 2004), Truck Traffic: 2%, Features Intersected: KEYSTONE AVENUE NB, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.8m (107.6ft)
Structure Number: 36121, Location: 01.15 N I-465 (Lat: 39.715681, Lng: -86.120681), Route carried "under" structure: City street , Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 10,694 (year 2004), Truck Traffic: 2%, Features Intersected: KEYSTONE AVENUE NB, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.8m (107.6ft)
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Structure Number: 3613, Location: 01.97 N I-465 (Lat: 39.723039, Lng: -86.132661), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 18,268 (year 2004), Truck Traffic: 1%, Features Intersected: TROY AVENUE, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.3m (76.4ft)
Structure Number: 3613, Location: 01.97 N I-465 (Lat: 39.723039, Lng: -86.132661), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 18,268 (year 2004), Truck Traffic: 1%, Features Intersected: TROY AVENUE, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.3m (76.4ft)
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Structure Number: 3614, Location: 01.97 N I-465 (Lat: 39.723019, Lng: -86.132869), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 18,268 (year 2004), Truck Traffic: 1%, Features Intersected: TROY AVENUE, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.3m (76.4ft)
Structure Number: 3614, Location: 01.97 N I-465 (Lat: 39.723019, Lng: -86.132869), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 18,268 (year 2004), Truck Traffic: 1%, Features Intersected: TROY AVENUE, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.3m (76.4ft)
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Structure Number: 3615, Location: 01.82 S I-70 (Lat: 39.728681, Lng: -86.135331), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 994 (year 2004), Truck Traffic: 1%, Features Intersected: NELSON ST, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 3615, Location: 01.82 S I-70 (Lat: 39.728681, Lng: -86.135331), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 994 (year 2004), Truck Traffic: 1%, Features Intersected: NELSON ST, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
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Structure Number: 3616, Location: 01.82 S I-70 (Lat: 39.728711, Lng: -86.135600), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 994 (year 2004), Truck Traffic: 1%, Features Intersected: NELSON ST, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 3616, Location: 01.82 S I-70 (Lat: 39.728711, Lng: -86.135600), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 994 (year 2004), Truck Traffic: 1%, Features Intersected: NELSON ST, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
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Structure Number: 3617, Location: 01.70 S I-70 (Lat: 39.730339, Lng: -86.136131), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,387 (year 2004), Truck Traffic: 1%, Features Intersected: SOUTHERN AVENUE, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.0m (62.3ft)
Structure Number: 3617, Location: 01.70 S I-70 (Lat: 39.730339, Lng: -86.136131), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,387 (year 2004), Truck Traffic: 1%, Features Intersected: SOUTHERN AVENUE, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.0m (62.3ft)
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Structure Number: 3618, Location: 01.70 S I-70 (Lat: 39.730339, Lng: -86.136400), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,387 (year 2004), Truck Traffic: 1%, Features Intersected: SOUTHERN AVENUE, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.0m (62.3ft)
Structure Number: 3618, Location: 01.70 S I-70 (Lat: 39.730339, Lng: -86.136400), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,387 (year 2004), Truck Traffic: 1%, Features Intersected: SOUTHERN AVENUE, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.0m (62.3ft)
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Structure Number: 3619, Location: 01.44 S I-70 (Lat: 39.734150, Lng: -86.137019), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,368 (year 2004), Truck Traffic: 1%, Features Intersected: BRADBURY AVENUE, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.8m (45.3ft)
Structure Number: 3619, Location: 01.44 S I-70 (Lat: 39.734150, Lng: -86.137019), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,368 (year 2004), Truck Traffic: 1%, Features Intersected: BRADBURY AVENUE, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.8m (45.3ft)
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Structure Number: 362, Location: 01.44 S I-70 (Lat: 39.734139, Lng: -86.137361), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,368 (year 2004), Truck Traffic: 1%, Features Intersected: BRADBURY AVENUE, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.8m (45.3ft)
Structure Number: 362, Location: 01.44 S I-70 (Lat: 39.734139, Lng: -86.137361), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,368 (year 2004), Truck Traffic: 1%, Features Intersected: BRADBURY AVENUE, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.8m (45.3ft)
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Structure Number: 3621, Location: 01.20 S I-70 (Lat: 39.737619, Lng: -86.137211), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 23,028 (year 2004), Truck Traffic: 2%, Features Intersected: RAYMOND STREET WB, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft)
Structure Number: 3621, Location: 01.20 S I-70 (Lat: 39.737619, Lng: -86.137211), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 23,028 (year 2004), Truck Traffic: 2%, Features Intersected: RAYMOND STREET WB, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft)
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Structure Number: 3621, Location: 01.20 S I-70 (Lat: 39.737619, Lng: -86.137211), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 23,027 (year 2004), Truck Traffic: 2%, Features Intersected: RAYMOND STREET EB, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft)
Structure Number: 3621, Location: 01.20 S I-70 (Lat: 39.737619, Lng: -86.137211), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 23,027 (year 2004), Truck Traffic: 2%, Features Intersected: RAYMOND STREET EB, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft)
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Structure Number: 3622, Location: 01.20 S I-70 (Lat: 39.737611, Lng: -86.137511), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 23,027 (year 2004), Truck Traffic: 2%, Features Intersected: RAYMOND STREET WB, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft)
Structure Number: 3622, Location: 01.20 S I-70 (Lat: 39.737611, Lng: -86.137511), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 23,027 (year 2004), Truck Traffic: 2%, Features Intersected: RAYMOND STREET WB, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft)
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Structure Number: 3622, Location: 01.20 S I-70 (Lat: 39.737611, Lng: -86.137511), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 23,028 (year 2004), Truck Traffic: 2%, Features Intersected: RAYMOND STREET EB, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft)
Structure Number: 3622, Location: 01.20 S I-70 (Lat: 39.737611, Lng: -86.137511), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 23,028 (year 2004), Truck Traffic: 2%, Features Intersected: RAYMOND STREET EB, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft)
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Structure Number: 3625, Location: 00.87 S I-70 (Lat: 39.742550, Lng: -86.137489), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 717 (year 2004), Truck Traffic: 1%, Features Intersected: NAOMI STREET, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 7.44m (24.41ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
Structure Number: 3625, Location: 00.87 S I-70 (Lat: 39.742550, Lng: -86.137489), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 717 (year 2004), Truck Traffic: 1%, Features Intersected: NAOMI STREET, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 7.44m (24.41ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
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Structure Number: 3626, Location: 00.87 S I-70 (Lat: 39.742550, Lng: -86.137769), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 717 (year 2004), Truck Traffic: 1%, Features Intersected: NAOMI STREET, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 7.57m (24.84ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
Structure Number: 3626, Location: 00.87 S I-70 (Lat: 39.742550, Lng: -86.137769), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 717 (year 2004), Truck Traffic: 1%, Features Intersected: NAOMI STREET, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 7.57m (24.84ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
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Structure Number: 3627, Location: 00.63 S I-70 (Lat: 39.745669, Lng: -86.138469), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,141 (year 2004), Truck Traffic: 10%, Features Intersected: PLEASANT RUN PARKWAY N., Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft)
Structure Number: 3627, Location: 00.63 S I-70 (Lat: 39.745669, Lng: -86.138469), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,141 (year 2004), Truck Traffic: 10%, Features Intersected: PLEASANT RUN PARKWAY N., Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft)
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Structure Number: 3627, Location: 00.63 S I-70 (Lat: 39.745669, Lng: -86.138469), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,141 (year 2004), Truck Traffic: 10%, Features Intersected: PLEASANT RUN PARKWAY S., Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft)
Structure Number: 3627, Location: 00.63 S I-70 (Lat: 39.745669, Lng: -86.138469), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,141 (year 2004), Truck Traffic: 10%, Features Intersected: PLEASANT RUN PARKWAY S., Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft)
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Structure Number: 3628, Location: 00.63 S I-70 (Lat: 39.745581, Lng: -86.138700), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,141 (year 2004), Truck Traffic: 1%, Features Intersected: PLEASANT RUN PARKWAY N, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 3628, Location: 00.63 S I-70 (Lat: 39.745581, Lng: -86.138700), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,141 (year 2004), Truck Traffic: 1%, Features Intersected: PLEASANT RUN PARKWAY N, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
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Structure Number: 3628, Location: 00.63 S I-70 (Lat: 39.745581, Lng: -86.138700), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,141 (year 2004), Truck Traffic: 1%, Features Intersected: PLEASANT RUN PARKWAY S, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 3628, Location: 00.63 S I-70 (Lat: 39.745581, Lng: -86.138700), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,141 (year 2004), Truck Traffic: 1%, Features Intersected: PLEASANT RUN PARKWAY S, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
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Structure Number: 3629, Location: 00.53 S I-70 (Lat: 39.746939, Lng: -86.139789), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,348 (year 2004), Truck Traffic: 2%, Features Intersected: SHELBY STREET NB, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.8m (71.5ft)
Structure Number: 3629, Location: 00.53 S I-70 (Lat: 39.746939, Lng: -86.139789), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,348 (year 2004), Truck Traffic: 2%, Features Intersected: SHELBY STREET NB, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.8m (71.5ft)
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Structure Number: 3629, Location: 00.53 S I-70 (Lat: 39.746939, Lng: -86.139789), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,347 (year 2004), Truck Traffic: 2%, Features Intersected: SHELBY STREET SB, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.8m (71.5ft)
Structure Number: 3629, Location: 00.53 S I-70 (Lat: 39.746939, Lng: -86.139789), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,347 (year 2004), Truck Traffic: 2%, Features Intersected: SHELBY STREET SB, Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.8m (71.5ft)
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Structure Number: 363, Location: 00.53 S I-70 (Lat: 39.746650, Lng: -86.139789), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,348 (year 2004), Truck Traffic: 2%, Features Intersected: SHELBY STREET NB, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.8m (71.5ft)
Structure Number: 363, Location: 00.53 S I-70 (Lat: 39.746650, Lng: -86.139789), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,348 (year 2004), Truck Traffic: 2%, Features Intersected: SHELBY STREET NB, Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.8m (71.5ft)