Bridge Statistics for Anderson, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 96Number of bridges
- 1,207ft / 368mTotal length
- $4,040,000Total costs
- 1,110,157Total average daily traffic
- 175,804Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Anderson
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 51930-1939
- 11940-1949
- 31950-1959
- 451960-1969
- 31970-1979
- 141980-1989
- 91990-1999
- 82000-2009
- 52010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 31970-1979
- 111980-1989
- 51990-1999
- 42000-2009
- 152010-2019
- Bridge Condition - Deck
- 8.0%Excellent
- 13.3%Very good
- 48.0%Good
- 24.0%Satisfactory
- 6.7%Fair
- Bridge Condition - Superstructure
- 6.7%Excellent
- 18.7%Very good
- 41.3%Good
- 25.3%Satisfactory
- 8.0%Fair
- Bridge Condition - Substructure
- 1.3%Excellent
- 9.3%Very good
- 65.3%Good
- 20.0%Satisfactory
- 4.0%Fair
- Bridge Condition - Channel
- 1.6%Excellent
- 6.6%Very good
- 47.5%Good
- 34.4%Satisfactory
- 8.2%Fair
- 1.6%Serious
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 251, Location: 00.66 N SR 32 (Lat: 40.101881, Lng: -85.652661), Route carried "on" structure: State highway 9, Year Built: 1948, Year Reconstructed: 2008, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 45,216 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 63,800 (year 2030), Design Load: HS 20, Features Intersected: WHITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.933, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 22.4m (73.5ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 251, Location: 00.66 N SR 32 (Lat: 40.101881, Lng: -85.652661), Route carried "on" structure: State highway 9, Year Built: 1948, Year Reconstructed: 2008, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 45,216 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 63,800 (year 2030), Design Load: HS 20, Features Intersected: WHITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.933, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 22.4m (73.5ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 392, Location: 01.88 S SR 218 (Lat: 40.641861, Lng: -85.709700), Route carried "on" structure: State highway 15, Year Built: 1928, Year Reconstructed: 1993, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 5,016 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 9,816 (year 2030), Design Load: H 20, Features Intersected: METOCINAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.859, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.6 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: 36.9 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 392, Location: 01.88 S SR 218 (Lat: 40.641861, Lng: -85.709700), Route carried "on" structure: State highway 15, Year Built: 1928, Year Reconstructed: 1993, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 5,016 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 9,816 (year 2030), Design Load: H 20, Features Intersected: METOCINAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.859, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.6 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: 36.9 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 1072, Location: 01.37 E SR 9 (Lat: 40.113619, Lng: -85.626381), Route carried "on" structure: State highway 32, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 12.81m (42.03ft), Average Daily Traffic: 10,512 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 14,811 (year 2029), Design Load: HS 20, Features Intersected: WHITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 8.2m (26.9ft), Horizontal Clearance: 19.8m (65.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 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: June 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1072, Location: 01.37 E SR 9 (Lat: 40.113619, Lng: -85.626381), Route carried "on" structure: State highway 32, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 12.81m (42.03ft), Average Daily Traffic: 10,512 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 14,811 (year 2029), Design Load: HS 20, Features Intersected: WHITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 8.2m (26.9ft), Horizontal Clearance: 19.8m (65.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 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: June 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1073, Location: 04.49 E SR 9 (Lat: 40.118161, Lng: -85.568789), Route carried "on" structure: State highway 32, Year Built: 1962, Year Reconstructed: 1998, Status: Open, Structure Length: 10.78m (35.37ft), Average Daily Traffic: 9,182 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 12,937 (year 2029), Design Load: HS 20, Features Intersected: I-69 NB/SB/CD-NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 38.6 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: 29.8 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1073, Location: 04.49 E SR 9 (Lat: 40.118161, Lng: -85.568789), Route carried "on" structure: State highway 32, Year Built: 1962, Year Reconstructed: 1998, Status: Open, Structure Length: 10.78m (35.37ft), Average Daily Traffic: 9,182 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 12,937 (year 2029), Design Load: HS 20, Features Intersected: I-69 NB/SB/CD-NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 38.6 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: 29.8 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 2415, Location: 02.65 N US 36 (Lat: 40.037819, Lng: -85.721861), Route carried "on" structure: State highway 9, Year Built: 1962, Year Reconstructed: 2019, Status: Open, Structure Length: 8.33m (27.33ft), Average Daily Traffic: 26,320 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 30,265 (year 2038), Design Load: HS 20, Features Intersected: I-69 NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.491, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.6m (77.4ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Good, Operating Rating: 32.1 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: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2415, Location: 02.65 N US 36 (Lat: 40.037819, Lng: -85.721861), Route carried "on" structure: State highway 9, Year Built: 1962, Year Reconstructed: 2019, Status: Open, Structure Length: 8.33m (27.33ft), Average Daily Traffic: 26,320 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 30,265 (year 2038), Design Load: HS 20, Features Intersected: I-69 NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.491, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.6m (77.4ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Good, Operating Rating: 32.1 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: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25405, Location: 00.76 N US 36 (Lat: 40.014861, Lng: -85.640919), Route carried "on" structure: State highway 109, Year Built: 1994, Status: Open, Structure Length: 4.46m (14.63ft), Average Daily Traffic: 8,231 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 13,664 (year 2030), Design Load: HS 20, Features Intersected: FALL CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.757, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25405, Location: 00.76 N US 36 (Lat: 40.014861, Lng: -85.640919), Route carried "on" structure: State highway 109, Year Built: 1994, Status: Open, Structure Length: 4.46m (14.63ft), Average Daily Traffic: 8,231 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 13,664 (year 2030), Design Load: HS 20, Features Intersected: FALL CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.757, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 25407, Location: 00.97 N US 36 (Lat: 40.017519, Lng: -85.642431), Route carried "on" structure: State highway 109, Year Built: 1996, Status: Open, Structure Length: 4.70m (15.42ft), Average Daily Traffic: 8,231 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 13,664 (year 2030), Design Load: HS 20, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.095, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25407, Location: 00.97 N US 36 (Lat: 40.017519, Lng: -85.642431), Route carried "on" structure: State highway 109, Year Built: 1996, Status: Open, Structure Length: 4.70m (15.42ft), Average Daily Traffic: 8,231 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 13,664 (year 2030), Design Load: HS 20, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.095, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 2929, Location: 04.96 S US 36 (Lat: 39.977211, Lng: -84.830369), Route carried "on" structure: State highway 227, Year Built: 1997, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 1,059 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,756 (year 2030), Design Load: HS 20, Features Intersected: BETHEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.189, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 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: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2929, Location: 04.96 S US 36 (Lat: 39.977211, Lng: -84.830369), Route carried "on" structure: State highway 227, Year Built: 1997, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 1,059 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,756 (year 2030), Design Load: HS 20, Features Intersected: BETHEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.189, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 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: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Inspection Date: June 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: 39101, Location: 02.19 N SR 38 (Lat: 40.030081, Lng: -85.748919), Route carried "on" structure: Alternate County highway , Year Built: 2019, Status: Open, Structure Length: 5.20m (17.06ft), Average Daily Traffic: 460 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 490 (year 2038), Design Load: HL 93, Features Intersected: I-69, Facility Carried by Structure: CR 400 W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 59.3 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: 45.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 39101, Location: 02.19 N SR 38 (Lat: 40.030081, Lng: -85.748919), Route carried "on" structure: Alternate County highway , Year Built: 2019, Status: Open, Structure Length: 5.20m (17.06ft), Average Daily Traffic: 460 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 490 (year 2038), Design Load: HL 93, Features Intersected: I-69, Facility Carried by Structure: CR 400 W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 59.3 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: 45.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3911, Location: 00.55 S SR 67 (Lat: 40.034900, Lng: -85.731611), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 26,490 (year 2017), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HS 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 357.001, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 38.2 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: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3911, Location: 00.55 S SR 67 (Lat: 40.034900, Lng: -85.731611), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 26,490 (year 2017), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HS 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 357.001, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 38.2 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: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3912, Location: 00.55 S SR 67 (Lat: 40.035189, Lng: -85.731481), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 26,490 (year 2017), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HS 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 357.001, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3912, Location: 00.55 S SR 67 (Lat: 40.035189, Lng: -85.731481), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 26,490 (year 2017), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HS 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 357.001, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3913, Location: 00.42 N SR 67 (Lat: 40.039750, Lng: -85.714481), Route carried "on" structure: Interstate 69, Year Built: 1962, Year Reconstructed: 2019, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 26,745 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HL 93, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 358.562, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 63.2 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: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3913, Location: 00.42 N SR 67 (Lat: 40.039750, Lng: -85.714481), Route carried "on" structure: Interstate 69, Year Built: 1962, Year Reconstructed: 2019, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 26,745 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HL 93, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 358.562, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 63.2 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: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 3914, Location: 00.42 N SR 67 (Lat: 40.040031, Lng: -85.714431), Route carried "on" structure: Interstate 69, Year Built: 1962, Year Reconstructed: 2019, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 26,745 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HL 93, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 358.562, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 63.2 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: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3914, Location: 00.42 N SR 67 (Lat: 40.040031, Lng: -85.714431), Route carried "on" structure: Interstate 69, Year Built: 1962, Year Reconstructed: 2019, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 26,745 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HL 93, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 358.562, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 63.2 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: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3915, Location: 01.67 N SR 67 (Lat: 40.046161, Lng: -85.692211), Route carried "on" structure: City street , Year Built: 1962, Year Reconstructed: 2016, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 2,600 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 2,600 (year 2035), Design Load: HS 20, Features Intersected: I-69, Facility Carried by Structure: BROWN ST R/CR 100
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: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.0 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: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3915, Location: 01.67 N SR 67 (Lat: 40.046161, Lng: -85.692211), Route carried "on" structure: City street , Year Built: 1962, Year Reconstructed: 2016, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 2,600 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 2,600 (year 2035), Design Load: HS 20, Features Intersected: I-69, Facility Carried by Structure: BROWN ST R/CR 100
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: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.0 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: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3916, Location: 01.33 S SR 9 (Lat: 40.050019, Lng: -85.677889), Route carried "on" structure: City street , Year Built: 1962, Year Reconstructed: 2014, Status: Open, Structure Length: 6.57m (21.56ft), Average Daily Traffic: 4,700 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 6,420 (year 2035), Design Load: HS 20, Features Intersected: I-69 NB/SB, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 361.974, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3916, Location: 01.33 S SR 9 (Lat: 40.050019, Lng: -85.677889), Route carried "on" structure: City street , Year Built: 1962, Year Reconstructed: 2014, Status: Open, Structure Length: 6.57m (21.56ft), Average Daily Traffic: 4,700 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 6,420 (year 2035), Design Load: HS 20, Features Intersected: I-69 NB/SB, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 361.974, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3917, Location: 00.60 S SR 9 (Lat: 40.051711, Lng: -85.664139), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 26,745 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HS 20, Features Intersected: OLD SR 109/COLUMBUS AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.148, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.1 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: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3917, Location: 00.60 S SR 9 (Lat: 40.051711, Lng: -85.664139), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 26,745 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HS 20, Features Intersected: OLD SR 109/COLUMBUS AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.148, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.1 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: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3918, Location: 00.60 S SR 9 (Lat: 40.051961, Lng: -85.664211), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 26,745 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HS 20, Features Intersected: OLD SR 109/COLUMBUS AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.148, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.8m (68.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.4 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: 33.4 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3918, Location: 00.60 S SR 9 (Lat: 40.051961, Lng: -85.664211), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 26,745 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HS 20, Features Intersected: OLD SR 109/COLUMBUS AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.148, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.8m (68.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.4 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: 33.4 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3919, Location: 00.46 S SR 9 (Lat: 40.052019, Lng: -85.661650), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 4.47m (14.67ft), Average Daily Traffic: 26,490 (year 2017), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HS 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.277, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.2 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: 37.9 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3919, Location: 00.46 S SR 9 (Lat: 40.052019, Lng: -85.661650), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 4.47m (14.67ft), Average Daily Traffic: 26,490 (year 2017), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HS 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.277, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.2 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: 37.9 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 392, Location: 00.46 S SR 9 (Lat: 40.052250, Lng: -85.661789), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 4.47m (14.67ft), Average Daily Traffic: 26,490 (year 2017), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HS 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.277, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.9m (68.6ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 392, Location: 00.46 S SR 9 (Lat: 40.052250, Lng: -85.661789), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 4.47m (14.67ft), Average Daily Traffic: 26,490 (year 2017), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HS 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.277, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.9m (68.6ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3921, Location: 03.35 S SR 236 (Lat: 40.053100, Lng: -85.652881), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 26,745 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HL 93, Features Intersected: SR 9, SR 109
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 364.018, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Operating Rating: 58.0 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: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3921, Location: 03.35 S SR 236 (Lat: 40.053100, Lng: -85.652881), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 26,745 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HL 93, Features Intersected: SR 9, SR 109
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 364.018, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Operating Rating: 58.0 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: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3922, Location: 03.35 S SR 236 (Lat: 40.053331, Lng: -85.652869), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 26,745 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HL 93, Features Intersected: SR 9, SR 109
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 364.018, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Operating Rating: 57.3 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: 44.4 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3922, Location: 03.35 S SR 236 (Lat: 40.053331, Lng: -85.652869), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 26,745 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 31,835 (year 2038), Design Load: HL 93, Features Intersected: SR 9, SR 109
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 364.018, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Operating Rating: 57.3 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: 44.4 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3923, Location: 01.03 N SR 9 (Lat: 40.055031, Lng: -85.633631), Route carried "on" structure: Alternate City street , Year Built: 1963, Year Reconstructed: 2001, Status: Open, Structure Length: 6.35m (20.83ft), Average Daily Traffic: 2,428 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 3,420 (year 2030), Design Load: HS 20, Features Intersected: I-69, Facility Carried by Structure: CR 200 E
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: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.2 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: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3923, Location: 01.03 N SR 9 (Lat: 40.055031, Lng: -85.633631), Route carried "on" structure: Alternate City street , Year Built: 1963, Year Reconstructed: 2001, Status: Open, Structure Length: 6.35m (20.83ft), Average Daily Traffic: 2,428 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 3,420 (year 2030), Design Load: HS 20, Features Intersected: I-69, Facility Carried by Structure: CR 200 E
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: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.2 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: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3924, Location: 02.04 N SR 9 (Lat: 40.055611, Lng: -85.614531), Route carried "on" structure: Alternate County highway , Year Built: 1963, Year Reconstructed: 1983, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 2,237 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 3,713 (year 2030), Design Load: HS 20, Features Intersected: I-69, Facility Carried by Structure: CR 300 E
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: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.4m (63.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3924, Location: 02.04 N SR 9 (Lat: 40.055611, Lng: -85.614531), Route carried "on" structure: Alternate County highway , Year Built: 1963, Year Reconstructed: 1983, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 2,237 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 3,713 (year 2030), Design Load: HS 20, Features Intersected: I-69, Facility Carried by Structure: CR 300 E
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: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.4m (63.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3925, Location: 00.23 S SR 236 (Lat: 40.059800, Lng: -85.595511), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2018, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 20,840 (year 2018), Truck Traffic: 27%, Average Future Daily Traffic: 25,365 (year 2038), Design Load: HS 20, Features Intersected: SLY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 369.039, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.3 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: 37.3 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3925, Location: 00.23 S SR 236 (Lat: 40.059800, Lng: -85.595511), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2018, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 20,840 (year 2018), Truck Traffic: 27%, Average Future Daily Traffic: 25,365 (year 2038), Design Load: HS 20, Features Intersected: SLY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 369.039, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.3 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: 37.3 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3926, Location: 00.23 S SR 236 (Lat: 40.060061, Lng: -85.595589), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2018, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 20,840 (year 2018), Truck Traffic: 27%, Average Future Daily Traffic: 30,000 (year 2030), Design Load: HS 20, Features Intersected: SLY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 369.039, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.3 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: 37.3 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3926, Location: 00.23 S SR 236 (Lat: 40.060061, Lng: -85.595589), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2018, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 20,840 (year 2018), Truck Traffic: 27%, Average Future Daily Traffic: 30,000 (year 2030), Design Load: HS 20, Features Intersected: SLY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 369.039, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.3 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: 37.3 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3933, Location: 00.31 S SR 32 (Lat: 40.113800, Lng: -85.568681), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 18,690 (year 2017), Truck Traffic: 32%, Average Future Daily Traffic: 23,550 (year 2038), Design Load: HS 20+Mod, Features Intersected: SR 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 375.669, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 43.1 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: 30.8 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: 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, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3933, Location: 00.31 S SR 32 (Lat: 40.113800, Lng: -85.568681), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 18,690 (year 2017), Truck Traffic: 32%, Average Future Daily Traffic: 23,550 (year 2038), Design Load: HS 20+Mod, Features Intersected: SR 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 375.669, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 43.1 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: 30.8 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: 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, Inspection Date: August 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: 3934, Location: 00.31 S SR 32 (Lat: 40.113850, Lng: -85.568981), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 18,690 (year 2017), Truck Traffic: 32%, Average Future Daily Traffic: 23,550 (year 2038), Design Load: HS 20+Mod, Features Intersected: SR 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 375.669, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.1 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: 30.8 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: Equal to 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3934, Location: 00.31 S SR 32 (Lat: 40.113850, Lng: -85.568981), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 18,690 (year 2017), Truck Traffic: 32%, Average Future Daily Traffic: 23,550 (year 2038), Design Load: HS 20+Mod, Features Intersected: SR 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 375.669, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.1 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: 30.8 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: Equal to 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: August 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: 3937, Location: 00.23 N SR 32 (Lat: 40.121411, Lng: -85.568989), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2021, Status: Open, Structure Length: 12.18m (39.96ft), Average Daily Traffic: 17,790 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 19,040 (year 2040), Design Load: HS 20, Features Intersected: WHITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 376.538, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Navigation Control: Yes ( Vertical Clearance: 5.8m (19.0ft), Horizontal Clearance: 25.0m (82.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3937, Location: 00.23 N SR 32 (Lat: 40.121411, Lng: -85.568989), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2021, Status: Open, Structure Length: 12.18m (39.96ft), Average Daily Traffic: 17,790 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 19,040 (year 2040), Design Load: HS 20, Features Intersected: WHITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 376.538, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Navigation Control: Yes ( Vertical Clearance: 5.8m (19.0ft), Horizontal Clearance: 25.0m (82.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, 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: 76952, Location: 01.23 N of SR 236 (Lat: 40.079689, Lng: -85.652739), Route carried "on" structure: State highway 9, Year Built: 2003, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 31,950 (year 1994), Truck Traffic: 4%, Average Future Daily Traffic: 49,710 (year 2030), Design Load: HS 20, Features Intersected: PITTSFORD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.487, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 76952, Location: 01.23 N of SR 236 (Lat: 40.079689, Lng: -85.652739), Route carried "on" structure: State highway 9, Year Built: 2003, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 31,950 (year 1994), Truck Traffic: 4%, Average Future Daily Traffic: 49,710 (year 2030), Design Load: HS 20, Features Intersected: PITTSFORD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.487, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 4800052, Location: 00.10 W CR 400 W (Lat: 40.164211, Lng: -85.749411), Route carried "on" structure: County highway 48, Year Built: 1965, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 248 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 352 (year 2036), Features Intersected: INDIAN CREEK, Facility Carried by Structure: CR 400N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4800052, Location: 00.10 W CR 400 W (Lat: 40.164211, Lng: -85.749411), Route carried "on" structure: County highway 48, Year Built: 1965, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 248 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 352 (year 2036), Features Intersected: INDIAN CREEK, Facility Carried by Structure: CR 400N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4800068, Location: 00.10 E CR 500 W (Lat: 40.134969, Lng: -85.765819), Route carried "on" structure: County highway 36, Year Built: 1957, Year Reconstructed: 1999, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 2,130 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 3,017 (year 2036), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: CR 200N
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), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4800068, Location: 00.10 E CR 500 W (Lat: 40.134969, Lng: -85.765819), Route carried "on" structure: County highway 36, Year Built: 1957, Year Reconstructed: 1999, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 2,130 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 3,017 (year 2036), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: CR 200N
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), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: 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: 4800069, Location: 00.10 E CR 500 W (Lat: 40.149561, Lng: -85.760017), Route carried "on" structure: County highway 42, Year Built: 1985, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 563 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 798 (year 2036), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: CR 300N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4800069, Location: 00.10 E CR 500 W (Lat: 40.149561, Lng: -85.760017), Route carried "on" structure: County highway 42, Year Built: 1985, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 563 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 798 (year 2036), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: CR 300N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 480007, Location: 00.10 N CR 400 N (Lat: 40.165339, Lng: -85.747539), Route carried "on" structure: County highway 41, Year Built: 1974, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 341 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 483 (year 2036), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: CR 400W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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
Structure Number: 480007, Location: 00.10 N CR 400 N (Lat: 40.165339, Lng: -85.747539), Route carried "on" structure: County highway 41, Year Built: 1974, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 341 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 483 (year 2036), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: CR 400W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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
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Structure Number: 4800071, Location: 00.40 N CR 200 N (Lat: 40.141500, Lng: -85.747589), Route carried "on" structure: County highway 41, Year Built: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 130 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 185 (year 2036), Features Intersected: ELM RUN CREEK, Facility Carried by Structure: CR 400W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.4 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: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4800071, Location: 00.40 N CR 200 N (Lat: 40.141500, Lng: -85.747589), Route carried "on" structure: County highway 41, Year Built: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 130 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 185 (year 2036), Features Intersected: ELM RUN CREEK, Facility Carried by Structure: CR 400W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.4 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: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4800079, Location: 00.10 N CR 300 N (Lat: 40.150600, Lng: -85.632400), Route carried "on" structure: County highway 85, Year Built: 1989, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 2,002 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,835 (year 2036), Design Load: HS 20, Features Intersected: KILLBUCK CREEK, Facility Carried by Structure: CR 200E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 4800079, Location: 00.10 N CR 300 N (Lat: 40.150600, Lng: -85.632400), Route carried "on" structure: County highway 85, Year Built: 1989, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 2,002 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,835 (year 2036), Design Load: HS 20, Features Intersected: KILLBUCK CREEK, Facility Carried by Structure: CR 200E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 480008, Location: 00.10 W CR 425 E (Lat: 40.193911, Lng: -85.594064), Route carried "on" structure: County highway 56, Year Built: 1999, Status: Open, Structure Length: 7.33m (24.05ft), Average Daily Traffic: 376 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 533 (year 2036), Design Load: HS 20, Features Intersected: KILLBUCK CREEK, Facility Carried by Structure: CR 600N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 480008, Location: 00.10 W CR 425 E (Lat: 40.193911, Lng: -85.594064), Route carried "on" structure: County highway 56, Year Built: 1999, Status: Open, Structure Length: 7.33m (24.05ft), Average Daily Traffic: 376 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 533 (year 2036), Design Load: HS 20, Features Intersected: KILLBUCK CREEK, Facility Carried by Structure: CR 600N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4800082, Location: 00.80 E SR 9 (Lat: 40.193739, Lng: -85.653892), Route carried "on" structure: County highway 56, Year Built: 1985, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 551 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 781 (year 2036), Design Load: HS 20, Features Intersected: LITTLE KILLBUCK CREEK, Facility Carried by Structure: CR 600N
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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4800082, Location: 00.80 E SR 9 (Lat: 40.193739, Lng: -85.653892), Route carried "on" structure: County highway 56, Year Built: 1985, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 551 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 781 (year 2036), Design Load: HS 20, Features Intersected: LITTLE KILLBUCK CREEK, Facility Carried by Structure: CR 600N
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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4800083, Location: 00.10 E SR 9 (Lat: 40.193750, Lng: -85.667319), Route carried "on" structure: County highway 56, Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 551 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 781 (year 2036), Features Intersected: OLD CANAL, Facility Carried by Structure: CR 600N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4800083, Location: 00.10 E SR 9 (Lat: 40.193750, Lng: -85.667319), Route carried "on" structure: County highway 56, Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 551 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 781 (year 2036), Features Intersected: OLD CANAL, Facility Carried by Structure: CR 600N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous