Bridge Statistics for Edinburgh, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 37Number of bridges
- 607ft / 185mTotal length
- $3,665,000Total costs
- 385,638Total average daily traffic
- 44,552Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Edinburgh
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 21920-1929
- 51940-1949
- 11950-1959
- 211960-1969
- 41970-1979
- 21990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 31990-1999
- 52000-2009
- 32010-2019
- Bridge Condition - Deck
- 12.5%Very good
- 50.0%Good
- 20.8%Satisfactory
- 8.3%Fair
- 8.3%Poor
- Bridge Condition - Superstructure
- 50.0%Good
- 41.7%Satisfactory
- 8.3%Poor
- Bridge Condition - Substructure
- 54.2%Good
- 33.3%Satisfactory
- 8.3%Fair
- 4.2%Poor
- Bridge Condition - Channel
- 4.8%Very good
- 42.9%Good
- 38.1%Satisfactory
- 14.3%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 931, Location: 00.29 S SR 252 (Lat: 39.355161, Lng: -85.983511), Route carried "on" structure: US 31, Year Built: 1950, Year Reconstructed: 2007, Status: Open, Structure Length: 12.98m (42.59ft), Average Daily Traffic: 6,440 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 7,260 (year 2026), Design Load: HS 20, Features Intersected: BIG BLUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 931, Location: 00.29 S SR 252 (Lat: 39.355161, Lng: -85.983511), Route carried "on" structure: US 31, Year Built: 1950, Year Reconstructed: 2007, Status: Open, Structure Length: 12.98m (42.59ft), Average Daily Traffic: 6,440 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 7,260 (year 2026), Design Load: HS 20, Features Intersected: BIG BLUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 932, Location: 00.29 S SR 252 (Lat: 39.355039, Lng: -85.983719), Route carried "on" structure: US 31, Year Built: 1943, Year Reconstructed: 2007, Status: Open, Structure Length: 12.96m (42.52ft), Average Daily Traffic: 6,740 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 7,610 (year 2026), Design Load: H 20, Features Intersected: BIG BLUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 932, Location: 00.29 S SR 252 (Lat: 39.355039, Lng: -85.983719), Route carried "on" structure: US 31, Year Built: 1943, Year Reconstructed: 2007, Status: Open, Structure Length: 12.96m (42.52ft), Average Daily Traffic: 6,740 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 7,610 (year 2026), Design Load: H 20, Features Intersected: BIG BLUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 933, Location: 00.54 S SR 252 (Lat: 39.404489, Lng: -85.992839), Route carried "on" structure: US 31, Year Built: 1948, Year Reconstructed: 2014, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 5,930 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 7,110 (year 2034), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.630, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 76.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,124,000, Total Project Cost: $1,124,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 933, Location: 00.54 S SR 252 (Lat: 39.404489, Lng: -85.992839), Route carried "on" structure: US 31, Year Built: 1948, Year Reconstructed: 2014, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 5,930 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 7,110 (year 2034), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.630, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 76.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,124,000, Total Project Cost: $1,124,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 934, Location: 00.54 S SR 252 (Lat: 39.404389, Lng: -85.993081), Route carried "on" structure: US 31, Year Built: 1948, Year Reconstructed: 2014, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 6,080 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 7,290 (year 2034), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.630, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 76.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $810,000, Total Project Cost: $810,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 934, Location: 00.54 S SR 252 (Lat: 39.404389, Lng: -85.993081), Route carried "on" structure: US 31, Year Built: 1948, Year Reconstructed: 2014, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 6,080 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 7,290 (year 2034), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.630, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 76.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $810,000, Total Project Cost: $810,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3073, Location: 00.65 W US 31 (Lat: 39.411481, Lng: -86.008919), Route carried "on" structure: State highway 252, Year Built: 1942, Year Reconstructed: 1980, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 2,908 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,359 (year 2040), Design Load: H 20, Features Intersected: YOUNGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.968, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3073, Location: 00.65 W US 31 (Lat: 39.411481, Lng: -86.008919), Route carried "on" structure: State highway 252, Year Built: 1942, Year Reconstructed: 1980, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 2,908 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,359 (year 2040), Design Load: H 20, Features Intersected: YOUNGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.968, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3074, Location: 00.52 E US 31 (Lat: 39.355611, Lng: -85.977142), Route carried "on" structure: State highway 252, Year Built: 1926, Year Reconstructed: 1980, Status: Open, Structure Length: 12.49m (40.98ft), Average Daily Traffic: 4,230 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 4,440 (year 2026), Design Load: HS 20, Features Intersected: BIG BLUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.837, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.0m (85.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3074, Location: 00.52 E US 31 (Lat: 39.355611, Lng: -85.977142), Route carried "on" structure: State highway 252, Year Built: 1926, Year Reconstructed: 1980, Status: Open, Structure Length: 12.49m (40.98ft), Average Daily Traffic: 4,230 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 4,440 (year 2026), Design Load: HS 20, Features Intersected: BIG BLUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.837, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.0m (85.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3565, Location: 01.00 S SR 252 (Lat: 39.347589, Lng: -85.942189), Route carried "on" structure: Alternate County highway , Year Built: 1968, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 11,928 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 202,635 (year 2031), Design Load: HS 20, Features Intersected: I-65, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3565, Location: 01.00 S SR 252 (Lat: 39.347589, Lng: -85.942189), Route carried "on" structure: Alternate County highway , Year Built: 1968, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 11,928 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 202,635 (year 2031), Design Load: HS 20, Features Intersected: I-65, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3566, Location: 04.32 N US 31 (Lat: 39.362219, Lng: -85.942300), Route carried "on" structure: Interstate 65, Year Built: 1968, Year Reconstructed: 1997, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 20,374 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 39,557 (year 2033), Design Load: HS 20+Mod, Features Intersected: SR 252
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 128.844, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 66.4 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: 50.9 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3566, Location: 04.32 N US 31 (Lat: 39.362219, Lng: -85.942300), Route carried "on" structure: Interstate 65, Year Built: 1968, Year Reconstructed: 1997, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 20,374 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 39,557 (year 2033), Design Load: HS 20+Mod, Features Intersected: SR 252
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 128.844, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 66.4 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: 50.9 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3567, Location: 04.32 N US 31 (Lat: 39.362161, Lng: -85.942600), Route carried "on" structure: Interstate 65, Year Built: 1968, Year Reconstructed: 1997, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 20,374 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 39,557 (year 2033), Design Load: HS 20+Mod, Features Intersected: SR 252
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 128.844, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 66.4 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: 50.9 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3567, Location: 04.32 N US 31 (Lat: 39.362161, Lng: -85.942600), Route carried "on" structure: Interstate 65, Year Built: 1968, Year Reconstructed: 1997, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 20,374 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 39,557 (year 2033), Design Load: HS 20+Mod, Features Intersected: SR 252
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 128.844, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 66.4 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: 50.9 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35675, Location: 00.34 N SR 252 (Lat: 39.366939, Lng: -85.942539), Route carried "on" structure: Interstate 65, Year Built: 1969, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 40,749 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 77,559 (year 2031), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 129.391, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 35675, Location: 00.34 N SR 252 (Lat: 39.366939, Lng: -85.942539), Route carried "on" structure: Interstate 65, Year Built: 1969, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 40,749 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 77,559 (year 2031), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 129.391, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 3568, Location: 00.99 N SR 252 (Lat: 39.376739, Lng: -85.942669), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 571 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 958 (year 2033), Design Load: HS 20, Features Intersected: I-65, Facility Carried by Structure: CR 1000 S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.0m (111.5ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 36.3 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: 27.9 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3568, Location: 00.99 N SR 252 (Lat: 39.376739, Lng: -85.942669), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 571 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 958 (year 2033), Design Load: HS 20, Features Intersected: I-65, Facility Carried by Structure: CR 1000 S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.0m (111.5ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 36.3 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: 27.9 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3569, Location: 02.03 N SR 252 (Lat: 39.391861, Lng: -85.942839), Route carried "on" structure: Interstate 65, Year Built: 1969, Year Reconstructed: 2016, Status: Open, Structure Length: 12.81m (42.03ft), Average Daily Traffic: 19,065 (year 2015), Truck Traffic: 27%, Average Future Daily Traffic: 28,329 (year 2035), Design Load: HS 20+Mod, Features Intersected: BIG BLUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.111, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.6m (90.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.8 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3569, Location: 02.03 N SR 252 (Lat: 39.391861, Lng: -85.942839), Route carried "on" structure: Interstate 65, Year Built: 1969, Year Reconstructed: 2016, Status: Open, Structure Length: 12.81m (42.03ft), Average Daily Traffic: 19,065 (year 2015), Truck Traffic: 27%, Average Future Daily Traffic: 28,329 (year 2035), Design Load: HS 20+Mod, Features Intersected: BIG BLUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.111, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.6m (90.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.8 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 357, Location: 02.03 N SR 252 (Lat: 39.391819, Lng: -85.943150), Route carried "on" structure: Interstate 65, Year Built: 1969, Year Reconstructed: 2016, Status: Open, Structure Length: 12.81m (42.03ft), Average Daily Traffic: 22,112 (year 2015), Truck Traffic: 27%, Average Future Daily Traffic: 32,857 (year 2035), Design Load: HS 20+Mod, Features Intersected: BIG BLUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.111, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.6m (90.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.8 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 357, Location: 02.03 N SR 252 (Lat: 39.391819, Lng: -85.943150), Route carried "on" structure: Interstate 65, Year Built: 1969, Year Reconstructed: 2016, Status: Open, Structure Length: 12.81m (42.03ft), Average Daily Traffic: 22,112 (year 2015), Truck Traffic: 27%, Average Future Daily Traffic: 32,857 (year 2035), Design Load: HS 20+Mod, Features Intersected: BIG BLUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.111, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.6m (90.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.8 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3572, Location: 03.36 N SR 252 (Lat: 39.407481, Lng: -85.952869), Route carried "on" structure: Alternate County highway , Year Built: 1969, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 647 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,436 (year 2033), Design Load: HS 20, Features Intersected: I-65 SB, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 38.5m (126.3ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.4 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: December 2020, Other Special Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3572, Location: 03.36 N SR 252 (Lat: 39.407481, Lng: -85.952869), Route carried "on" structure: Alternate County highway , Year Built: 1969, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 647 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,436 (year 2033), Design Load: HS 20, Features Intersected: I-65 SB, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 38.5m (126.3ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.4 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: December 2020, Other Special Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3573, Location: 04.43 N SR 252 (Lat: 39.419861, Lng: -85.966858), Route carried "on" structure: Alternate County highway , Year Built: 1969, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 585 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 980 (year 2033), Design Load: HS 20, Features Intersected: I-65, Facility Carried by Structure: CR 400 S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.7m (107.3ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: August 2020, Other Special Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3573, Location: 04.43 N SR 252 (Lat: 39.419861, Lng: -85.966858), Route carried "on" structure: Alternate County highway , Year Built: 1969, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 585 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 980 (year 2033), Design Load: HS 20, Features Intersected: I-65, Facility Carried by Structure: CR 400 S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.7m (107.3ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: August 2020, Other Special Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35735, Location: 04.74 N SR 252 (Lat: 39.423400, Lng: -85.970192), Route carried "on" structure: Interstate 65, Year Built: 1969, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 40,749 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 77,559 (year 2031), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.472, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.9m (6.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 35735, Location: 04.74 N SR 252 (Lat: 39.423400, Lng: -85.970192), Route carried "on" structure: Interstate 65, Year Built: 1969, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 40,749 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 77,559 (year 2031), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.472, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.9m (6.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 6027, Location: 00.00 ATTERBURY FISH & WI (Lat: 39.382219, Lng: -85.998089), Route carried "on" structure: ServiceState lands road , Year Built: 1885, Year Reconstructed: 2005, Status: Posted for load, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 102 (year 2004), Average Future Daily Traffic: 102 (year 2031), Features Intersected: SUGAR CREEK, Facility Carried by Structure: PISGAH ROAD
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 15.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $510,000, Roadway Improvement Cost: $71,000, Total Project Cost: $581,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6027, Location: 00.00 ATTERBURY FISH & WI (Lat: 39.382219, Lng: -85.998089), Route carried "on" structure: ServiceState lands road , Year Built: 1885, Year Reconstructed: 2005, Status: Posted for load, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 102 (year 2004), Average Future Daily Traffic: 102 (year 2031), Features Intersected: SUGAR CREEK, Facility Carried by Structure: PISGAH ROAD
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 15.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $510,000, Roadway Improvement Cost: $71,000, Total Project Cost: $581,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6048, Location: 00.00 ATTERBURY-MILITARY (Lat: 39.360789, Lng: -85.998092), Route carried "on" structure: ServiceState lands road , Year Built: 1941, Year Reconstructed: 2002, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 857 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 1,510 (year 2031), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: HOSPITAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Agenciy, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6048, Location: 00.00 ATTERBURY-MILITARY (Lat: 39.360789, Lng: -85.998092), Route carried "on" structure: ServiceState lands road , Year Built: 1941, Year Reconstructed: 2002, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 857 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 1,510 (year 2031), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: HOSPITAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Agenciy, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4100021, Location: 0.50 S OF CR 500 S (Lat: 39.399711, Lng: -85.999700), Route carried "on" structure: County highway 209, Year Built: 1925, Status: Posted for load, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 324 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 675 (year 2032), Features Intersected: SUGAR CREEK, Facility Carried by Structure: CR 550E (OLD US 31
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: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4100021, Location: 0.50 S OF CR 500 S (Lat: 39.399711, Lng: -85.999700), Route carried "on" structure: County highway 209, Year Built: 1925, Status: Posted for load, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 324 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 675 (year 2032), Features Intersected: SUGAR CREEK, Facility Carried by Structure: CR 550E (OLD US 31
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: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4100024, Location: 0.30 W OF CR 700 E (Lat: 39.419819, Lng: -85.978161), Route carried "on" structure: County highway 8, Year Built: 1978, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 380 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 898 (year 2039), Features Intersected: SUGAR CREEK, Facility Carried by Structure: CR 400 SOUTH
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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $850,000, Roadway Improvement Cost: $300,000, Total Project Cost: $1,150,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4100024, Location: 0.30 W OF CR 700 E (Lat: 39.419819, Lng: -85.978161), Route carried "on" structure: County highway 8, Year Built: 1978, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 380 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 898 (year 2039), Features Intersected: SUGAR CREEK, Facility Carried by Structure: CR 400 SOUTH
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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $850,000, Roadway Improvement Cost: $300,000, Total Project Cost: $1,150,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4100026, Location: 0.25 W OF CR 550 E (Lat: 39.403739, Lng: -86.005231), Route carried "on" structure: County highway 92, Year Built: 1991, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 99 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 201 (year 2037), Design Load: HS 20, Features Intersected: YOUNGS CREEK, Facility Carried by Structure: CR 500 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4100026, Location: 0.25 W OF CR 550 E (Lat: 39.403739, Lng: -86.005231), Route carried "on" structure: County highway 92, Year Built: 1991, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 99 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 201 (year 2037), Design Load: HS 20, Features Intersected: YOUNGS CREEK, Facility Carried by Structure: CR 500 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4100027, Location: 0.30 S OF CR 650 S (Lat: 39.377839, Lng: -85.953119), Route carried "on" structure: County highway 61, Year Built: 1975, Year Reconstructed: 2010, Status: Open, Structure Length: 11.51m (37.76ft), Average Daily Traffic: 2,101 (year 2016), Truck Traffic: 40%, Average Future Daily Traffic: 4,011 (year 2036), Design Load: HS 20, Features Intersected: BIG BLUE RIVER, Facility Carried by Structure: CR 800 EAST
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.5 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: Better than 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4100027, Location: 0.30 S OF CR 650 S (Lat: 39.377839, Lng: -85.953119), Route carried "on" structure: County highway 61, Year Built: 1975, Year Reconstructed: 2010, Status: Open, Structure Length: 11.51m (37.76ft), Average Daily Traffic: 2,101 (year 2016), Truck Traffic: 40%, Average Future Daily Traffic: 4,011 (year 2036), Design Load: HS 20, Features Intersected: BIG BLUE RIVER, Facility Carried by Structure: CR 800 EAST
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.5 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: Better than 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4100116, Location: 0.35 NW OF 400 S (Lat: 39.423669, Lng: -85.969769), Route carried "on" structure: County highway 227, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 72 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 126 (year 2037), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CR 725 EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.5 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 4100116, Location: 0.35 NW OF 400 S (Lat: 39.423669, Lng: -85.969769), Route carried "on" structure: County highway 227, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 72 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 126 (year 2037), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CR 725 EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.5 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 410013, Location: 0.30 W OF MAUXFERRY RD (Lat: 39.399181, Lng: -86.030961), Route carried "on" structure: County highway 78, Year Built: 1992, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 88 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 164 (year 2037), Features Intersected: BRANCH OF HERRIOTTS CR, Facility Carried by Structure: CR 550 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 410013, Location: 0.30 W OF MAUXFERRY RD (Lat: 39.399181, Lng: -86.030961), Route carried "on" structure: County highway 78, Year Built: 1992, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 88 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 164 (year 2037), Features Intersected: BRANCH OF HERRIOTTS CR, Facility Carried by Structure: CR 550 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7300113, Location: 01.40 W CR 600W (Lat: 39.392311, Lng: -85.921281), Route carried "on" structure: County highway 10, Year Built: 1978, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 550 (year 2039), Design Load: HS 20, Features Intersected: BRANCH OF BIG BLUE RIVER, Facility Carried by Structure: CR 900S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, 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: 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: 7300113, Location: 01.40 W CR 600W (Lat: 39.392311, Lng: -85.921281), Route carried "on" structure: County highway 10, Year Built: 1978, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 550 (year 2039), Design Load: HS 20, Features Intersected: BRANCH OF BIG BLUE RIVER, Facility Carried by Structure: CR 900S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, 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: 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: 7300114, Location: 00.90 W OF CR 600 W (Lat: 39.392461, Lng: -85.911461), Route carried "on" structure: County highway 10, Year Built: 1979, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 275 (year 2039), Design Load: HS 20, Features Intersected: BRANCH OF BIG BLUE RIVER, Facility Carried by Structure: CR 900S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 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 minimum 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: 7300114, Location: 00.90 W OF CR 600 W (Lat: 39.392461, Lng: -85.911461), Route carried "on" structure: County highway 10, Year Built: 1979, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 275 (year 2039), Design Load: HS 20, Features Intersected: BRANCH OF BIG BLUE RIVER, Facility Carried by Structure: CR 900S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 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 minimum 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: 7300196, Location: 00.15 N OF CR 900 S (Lat: 39.393219, Lng: -85.923631), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 175 (year 2039), Design Load: HS 20, Features Intersected: BRANCH OF BIG BLUE RIVER, Facility Carried by Structure: EDINBURGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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 minimum 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: 7300196, Location: 00.15 N OF CR 900 S (Lat: 39.393219, Lng: -85.923631), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 175 (year 2039), Design Load: HS 20, Features Intersected: BRANCH OF BIG BLUE RIVER, Facility Carried by Structure: EDINBURGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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 minimum 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: 3565, Location: 01.00 S SR 252 (Lat: 39.347589, Lng: -85.942192), Route carried "under" structure: Interstate 65, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 19,295 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NB, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 127.235, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 3565, Location: 01.00 S SR 252 (Lat: 39.347589, Lng: -85.942192), Route carried "under" structure: Interstate 65, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 19,295 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NB, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 127.235, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 3565, Location: 01.00 S SR 252 (Lat: 39.347589, Lng: -85.942192), Route carried "under" structure: Interstate 65, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 20,374 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SB, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 127.235, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 3565, Location: 01.00 S SR 252 (Lat: 39.347589, Lng: -85.942192), Route carried "under" structure: Interstate 65, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 20,374 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SB, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 127.235, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 3566, Location: 04.32 N US 31 (Lat: 39.362219, Lng: -85.942300), Route carried "under" structure: State highway 252, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 4,835 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NB
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.917, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 3566, Location: 04.32 N US 31 (Lat: 39.362219, Lng: -85.942300), Route carried "under" structure: State highway 252, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 4,835 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NB
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.917, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 3567, Location: 04.32 N US 31 (Lat: 39.362161, Lng: -85.942597), Route carried "under" structure: State highway 252, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 4,835 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SB
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.901, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 3567, Location: 04.32 N US 31 (Lat: 39.362161, Lng: -85.942597), Route carried "under" structure: State highway 252, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 4,835 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SB
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.901, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 3568, Location: 00.99 N SR 252 (Lat: 39.376739, Lng: -85.942672), Route carried "under" structure: Interstate 65, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 20,374 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SB, Facility Carried by Structure: CR 1000S
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 130.437, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.0m (111.5ft)
Structure Number: 3568, Location: 00.99 N SR 252 (Lat: 39.376739, Lng: -85.942672), Route carried "under" structure: Interstate 65, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 20,374 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SB, Facility Carried by Structure: CR 1000S
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 130.437, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.0m (111.5ft)
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Structure Number: 3568, Location: 00.99 N SR 252 (Lat: 39.376739, Lng: -85.942672), Route carried "under" structure: Interstate 65, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 20,374 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NB, Facility Carried by Structure: CR 1000S
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 130.437, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.0m (111.5ft)
Structure Number: 3568, Location: 00.99 N SR 252 (Lat: 39.376739, Lng: -85.942672), Route carried "under" structure: Interstate 65, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 20,374 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NB, Facility Carried by Structure: CR 1000S
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 130.437, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.0m (111.5ft)
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Structure Number: 3571, Location: 03.36 N SR 252 (Lat: 39.408381, Lng: -85.952867), Route carried "under" structure: Interstate 65, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 20,374 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NBL, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 134.251, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.5m (126.3ft)
Structure Number: 3571, Location: 03.36 N SR 252 (Lat: 39.408381, Lng: -85.952867), Route carried "under" structure: Interstate 65, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 20,374 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NBL, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 134.251, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.5m (126.3ft)
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Structure Number: 3572, Location: 03.36 N SR 252 (Lat: 39.407481, Lng: -85.952867), Route carried "under" structure: Interstate 65, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 20,374 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SBL, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 134.251, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.5m (126.3ft)
Structure Number: 3572, Location: 03.36 N SR 252 (Lat: 39.407481, Lng: -85.952867), Route carried "under" structure: Interstate 65, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 20,374 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SBL, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 134.251, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.5m (126.3ft)
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Structure Number: 3573, Location: 04.43 N SR 252 (Lat: 39.419861, Lng: -85.966858), Route carried "under" structure: Interstate 65, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 20,374 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NB, Facility Carried by Structure: CR 400S
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 135.973, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.7m (107.3ft)
Structure Number: 3573, Location: 04.43 N SR 252 (Lat: 39.419861, Lng: -85.966858), Route carried "under" structure: Interstate 65, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 20,374 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NB, Facility Carried by Structure: CR 400S
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 135.973, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.7m (107.3ft)
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Structure Number: 3573, Location: 04.43 N SR 252 (Lat: 39.419861, Lng: -85.966858), Route carried "under" structure: Interstate 65, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 20,374 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SB, Facility Carried by Structure: CR 400S
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 135.973, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.7m (107.3ft)
Structure Number: 3573, Location: 04.43 N SR 252 (Lat: 39.419861, Lng: -85.966858), Route carried "under" structure: Interstate 65, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 20,374 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SB, Facility Carried by Structure: CR 400S
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 135.973, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.7m (107.3ft)