Bridge Statistics for Cumberland, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 243ft / 73.5mTotal length
- $225,000Total costs
- 375,655Total average daily traffic
- 80,166Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Cumberland
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 151960-1969
- 31970-1979
- 11980-1989
- 21990-1999
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 52000-2009
- 12010-2019
- Bridge Condition - Deck
- 12.5%Very good
- 50.0%Good
- 37.5%Satisfactory
- Bridge Condition - Superstructure
- 6.3%Excellent
- 43.8%Very good
- 25.0%Good
- 18.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Substructure
- 18.8%Very good
- 75.0%Good
- 6.3%Fair
- Bridge Condition - Channel
- 15.4%Very good
- 53.8%Good
- 23.1%Satisfactory
- 7.7%Fair
Find on map >> Show street view
Structure Number: 1395, Location: 04.35 E I-465 (Lat: 39.776911, Lng: -85.948189), Route carried "on" structure: US 40, Year Built: 1959, Year Reconstructed: 2010, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 23,666 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 33,345 (year 2029), Design Load: HS 20, Features Intersected: BUCK CREEK & TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.7m (48.2ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 0.0m, Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $225,000, Total Project Cost: $225,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1395, Location: 04.35 E I-465 (Lat: 39.776911, Lng: -85.948189), Route carried "on" structure: US 40, Year Built: 1959, Year Reconstructed: 2010, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 23,666 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 33,345 (year 2029), Design Load: HS 20, Features Intersected: BUCK CREEK & TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.7m (48.2ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 0.0m, Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $225,000, Total Project Cost: $225,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 4161, Location: 00.59 W US 231 (Lat: 39.533000, Lng: -86.813900), Route carried "on" structure: Interstate 70, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 18,644 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 33,764 (year 2032), Design Load: HS 20+Mod, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.211, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.6m (64.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4161, Location: 00.59 W US 231 (Lat: 39.533000, Lng: -86.813900), Route carried "on" structure: Interstate 70, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 18,644 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 33,764 (year 2032), Design Load: HS 20+Mod, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.211, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.6m (64.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 4278, Location: 04.12 E I-465 (Lat: 39.805489, Lng: -85.957550), Route carried "on" structure: Alternate City street , Year Built: 1967, Year Reconstructed: 2021, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 2,656 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,656 (year 2041), Design Load: HS 20, Features Intersected: I-70, Facility Carried by Structure: CUMBERLAND ROAD
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: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4278, Location: 04.12 E I-465 (Lat: 39.805489, Lng: -85.957550), Route carried "on" structure: Alternate City street , Year Built: 1967, Year Reconstructed: 2021, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 2,656 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,656 (year 2041), Design Load: HS 20, Features Intersected: I-70, Facility Carried by Structure: CUMBERLAND ROAD
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: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 4279, Location: 05.47 E I-465 (Lat: 39.813061, Lng: -85.934111), Route carried "on" structure: Alternate County highway , Year Built: 1967, Year Reconstructed: 2009, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 2,043 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 3,392 (year 2032), Design Load: HS 20, Features Intersected: I-70, Facility Carried by Structure: CR 700 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: 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: 21.5m (70.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4279, Location: 05.47 E I-465 (Lat: 39.813061, Lng: -85.934111), Route carried "on" structure: Alternate County highway , Year Built: 1967, Year Reconstructed: 2009, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 2,043 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 3,392 (year 2032), Design Load: HS 20, Features Intersected: I-70, Facility Carried by Structure: CR 700 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: 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: 21.5m (70.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 428, Location: 06.57 E I-465 (Lat: 39.819181, Lng: -85.915089), Route carried "on" structure: County highway , Year Built: 1967, Year Reconstructed: 2004, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 21,892 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 35,000 (year 2031), Design Load: HS 20, Features Intersected: I-70, Facility Carried by Structure: CR 600 W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 33.0m (108.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 428, Location: 06.57 E I-465 (Lat: 39.819181, Lng: -85.915089), Route carried "on" structure: County highway , Year Built: 1967, Year Reconstructed: 2004, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 21,892 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 35,000 (year 2031), Design Load: HS 20, Features Intersected: I-70, Facility Carried by Structure: CR 600 W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 33.0m (108.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 4281, Location: 07.00 E I-465 (Lat: 39.819239, Lng: -85.906961), Route carried "on" structure: Interstate 70, Year Built: 1967, Year Reconstructed: 2012, Status: Open, Structure Length: 5.37m (17.62ft), Average Daily Traffic: 31,714 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 54,000 (year 2031), Design Load: HS 20+Mod, Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 154.561, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.4 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: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4281, Location: 07.00 E I-465 (Lat: 39.819239, Lng: -85.906961), Route carried "on" structure: Interstate 70, Year Built: 1967, Year Reconstructed: 2012, Status: Open, Structure Length: 5.37m (17.62ft), Average Daily Traffic: 31,714 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 54,000 (year 2031), Design Load: HS 20+Mod, Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 154.561, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.4 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: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 4282, Location: 07.00 E I-465 (Lat: 39.819550, Lng: -85.906531), Route carried "on" structure: Interstate 70, Year Built: 1967, Year Reconstructed: 2012, Status: Open, Structure Length: 5.37m (17.62ft), Average Daily Traffic: 31,714 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 53,140 (year 2032), Design Load: HS 20+Mod, Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 154.561, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 25.6 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: 18.1 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4282, Location: 07.00 E I-465 (Lat: 39.819550, Lng: -85.906531), Route carried "on" structure: Interstate 70, Year Built: 1967, Year Reconstructed: 2012, Status: Open, Structure Length: 5.37m (17.62ft), Average Daily Traffic: 31,714 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 53,140 (year 2032), Design Load: HS 20+Mod, Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 154.561, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 25.6 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: 18.1 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 400019, Location: 00.40 N of CR 300 N (Lat: 40.655481, Lng: -87.191764), Route carried "on" structure: County highway 700, Year Built: 1973, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 22 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 28 (year 2033), Design Load: HS 20, Features Intersected: BIG PINE CREEK DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 400019, Location: 00.40 N of CR 300 N (Lat: 40.655481, Lng: -87.191764), Route carried "on" structure: County highway 700, Year Built: 1973, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 22 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 28 (year 2033), Design Load: HS 20, Features Intersected: BIG PINE CREEK DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 400022, Location: 00.10 E of CR 800 E (Lat: 40.649469, Lng: -87.170578), Route carried "on" structure: County highway 300, Year Built: 1964, Year Reconstructed: 2014, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 55 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 69 (year 2034), Design Load: HS 20, Features Intersected: BIG PINE CREEK DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 400022, Location: 00.10 E of CR 800 E (Lat: 40.649469, Lng: -87.170578), Route carried "on" structure: County highway 300, Year Built: 1964, Year Reconstructed: 2014, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 55 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 69 (year 2034), Design Load: HS 20, Features Intersected: BIG PINE CREEK DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 400029, Location: 00.20 N of CR 700 N (Lat: 40.710631, Lng: -87.097000), Route carried "on" structure: County highway 1200, Year Built: 1996, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 33 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 41 (year 2031), Design Load: HS 20, Features Intersected: Hollingswoth Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 400029, Location: 00.20 N of CR 700 N (Lat: 40.710631, Lng: -87.097000), Route carried "on" structure: County highway 1200, Year Built: 1996, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 33 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 41 (year 2031), Design Load: HS 20, Features Intersected: Hollingswoth Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 400041, Location: 00.40 E of CR 1000 E (Lat: 40.591719, Lng: -87.126983), Route carried "on" structure: County highway 100, Year Built: 1986, Status: Open, Structure Length: 2.39m (7.84ft), Average Daily Traffic: 55 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 69 (year 2033), Design Load: HS 20, Features Intersected: LITTLE PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 400041, Location: 00.40 E of CR 1000 E (Lat: 40.591719, Lng: -87.126983), Route carried "on" structure: County highway 100, Year Built: 1986, Status: Open, Structure Length: 2.39m (7.84ft), Average Daily Traffic: 55 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 69 (year 2033), Design Load: HS 20, Features Intersected: LITTLE PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 400047, Location: 00.40 S of CR 200 N (Lat: 40.628881, Lng: -87.168128), Route carried "on" structure: County highway 850, Year Built: 1974, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 200 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 250 (year 2033), Design Load: HS 20, Features Intersected: OWENS DITCH
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum 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: Bituminous
Structure Number: 400047, Location: 00.40 S of CR 200 N (Lat: 40.628881, Lng: -87.168128), Route carried "on" structure: County highway 850, Year Built: 1974, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 200 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 250 (year 2033), Design Load: HS 20, Features Intersected: OWENS DITCH
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum 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: Bituminous
Find on map >> Show street view
Structure Number: 3000157, Location: 00.05 N OF W 200 N (Lat: 39.813039, Lng: -85.914956), Route carried "on" structure: County highway 11, Year Built: 1999, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 13,150 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 24,740 (year 2038), Features Intersected: BUCK CREEK OVERFLOW, Facility Carried by Structure: CR 600W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.0m (6.6ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 3000157, Location: 00.05 N OF W 200 N (Lat: 39.813039, Lng: -85.914956), Route carried "on" structure: County highway 11, Year Built: 1999, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 13,150 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 24,740 (year 2038), Features Intersected: BUCK CREEK OVERFLOW, Facility Carried by Structure: CR 600W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.0m (6.6ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Find on map >> Show street view
Structure Number: 3000296, Location: 00.10 W OF N 600 W (Lat: 39.812319, Lng: -85.916733), Route carried "on" structure: County highway 36, Year Built: 2014, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 750 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,410 (year 2038), Design Load: HL 93, Features Intersected: BUCK 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: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3000296, Location: 00.10 W OF N 600 W (Lat: 39.812319, Lng: -85.916733), Route carried "on" structure: County highway 36, Year Built: 2014, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 750 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,410 (year 2038), Design Load: HL 93, Features Intersected: BUCK 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: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 3000325, Location: 00.11 N OF W 200 N (Lat: 39.813919, Lng: -85.914969), Route carried "on" structure: County highway 11, Year Built: 2000, Year Reconstructed: 2009, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 13,150 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 24,740 (year 2038), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: CR 600W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3000325, Location: 00.11 N OF W 200 N (Lat: 39.813919, Lng: -85.914969), Route carried "on" structure: County highway 11, Year Built: 2000, Year Reconstructed: 2009, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 13,150 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 24,740 (year 2038), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: CR 600W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 3000335, Location: 00.15 N OF E 21ST ST (Lat: 39.799761, Lng: -85.933875), Route carried "on" structure: County highway 5, Year Built: 1970, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 3,480 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 6,550 (year 2038), Features Intersected: BUCK CREEK, Facility Carried by Structure: CR 700W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3000335, Location: 00.15 N OF E 21ST ST (Lat: 39.799761, Lng: -85.933875), Route carried "on" structure: County highway 5, Year Built: 1970, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 3,480 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 6,550 (year 2038), Features Intersected: BUCK CREEK, Facility Carried by Structure: CR 700W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 3000722, Location: 00.24 W OF N 700 W (Lat: 39.797550, Lng: -85.938264), Route carried "on" structure: County highway 30, Year Built: 2007, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 5,490 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 10,330 (year 2038), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: CR 100N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3000722, Location: 00.24 W OF N 700 W (Lat: 39.797550, Lng: -85.938264), Route carried "on" structure: County highway 30, Year Built: 2007, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 5,490 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 10,330 (year 2038), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: CR 100N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 4278, Location: 04.12 E I-465 (Lat: 39.805489, Lng: -85.957550), Route carried "under" structure: Interstate 70, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 35,788 (year 2021), Truck Traffic: 27%, Features Intersected: I-70 WB, Facility Carried by Structure: CUMBERLAND ROAD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 149.926, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 4278, Location: 04.12 E I-465 (Lat: 39.805489, Lng: -85.957550), Route carried "under" structure: Interstate 70, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 35,788 (year 2021), Truck Traffic: 27%, Features Intersected: I-70 WB, Facility Carried by Structure: CUMBERLAND ROAD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 149.926, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Find on map >> Show street view
Structure Number: 4278, Location: 04.12 E I-465 (Lat: 39.805489, Lng: -85.957550), Route carried "under" structure: Interstate 70, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 35,788 (year 2021), Truck Traffic: 27%, Features Intersected: I-70 EB, Facility Carried by Structure: CUMBERLAND ROAD
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 149.926, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 4278, Location: 04.12 E I-465 (Lat: 39.805489, Lng: -85.957550), Route carried "under" structure: Interstate 70, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 35,788 (year 2021), Truck Traffic: 27%, Features Intersected: I-70 EB, Facility Carried by Structure: CUMBERLAND ROAD
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 149.926, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Find on map >> Show street view
Structure Number: 4279, Location: 05.47 E I-465 (Lat: 39.813061, Lng: -85.934111), Route carried "under" structure: Interstate 70, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 31,714 (year 2011), Truck Traffic: 20%, Features Intersected: I-70 WBL
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 152.099, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.5m (70.5ft)
Structure Number: 4279, Location: 05.47 E I-465 (Lat: 39.813061, Lng: -85.934111), Route carried "under" structure: Interstate 70, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 31,714 (year 2011), Truck Traffic: 20%, Features Intersected: I-70 WBL
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 152.099, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.5m (70.5ft)
Find on map >> Show street view
Structure Number: 4279, Location: 05.47 E I-465 (Lat: 39.813061, Lng: -85.934111), Route carried "under" structure: Interstate 70, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 31,714 (year 2011), Truck Traffic: 20%, Features Intersected: I-70 EBL
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 152.099, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.5m (70.5ft)
Structure Number: 4279, Location: 05.47 E I-465 (Lat: 39.813061, Lng: -85.934111), Route carried "under" structure: Interstate 70, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 31,714 (year 2011), Truck Traffic: 20%, Features Intersected: I-70 EBL
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 152.099, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.5m (70.5ft)
Find on map >> Show street view
Structure Number: 428, Location: 06.57 E I-465 (Lat: 39.819181, Lng: -85.915089), Route carried "under" structure: Ramp Interstate 70, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 4,596 (year 2019), Truck Traffic: 10%, Features Intersected: I70 WB Ramp, Facility Carried by Structure: CR 600W
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 153.869, Lanes on structure: 7, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 428, Location: 06.57 E I-465 (Lat: 39.819181, Lng: -85.915089), Route carried "under" structure: Ramp Interstate 70, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 4,596 (year 2019), Truck Traffic: 10%, Features Intersected: I70 WB Ramp, Facility Carried by Structure: CR 600W
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 153.869, Lanes on structure: 7, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Find on map >> Show street view
Structure Number: 428, Location: 06.57 E I-465 (Lat: 39.819181, Lng: -85.915089), Route carried "under" structure: Interstate 70, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 32,758 (year 2019), Truck Traffic: 50%, Features Intersected: I70 WB, Facility Carried by Structure: CR 600W
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 153.869, Lanes on structure: 7, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 428, Location: 06.57 E I-465 (Lat: 39.819181, Lng: -85.915089), Route carried "under" structure: Interstate 70, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 32,758 (year 2019), Truck Traffic: 50%, Features Intersected: I70 WB, Facility Carried by Structure: CR 600W
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 153.869, Lanes on structure: 7, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Find on map >> Show street view
Structure Number: 428, Location: 06.57 E I-465 (Lat: 39.819181, Lng: -85.915089), Route carried "under" structure: Interstate 70, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 32,758 (year 2019), Truck Traffic: 50%, Features Intersected: I70 EB, Facility Carried by Structure: CR 600W
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 153.869, Lanes on structure: 7, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 428, Location: 06.57 E I-465 (Lat: 39.819181, Lng: -85.915089), Route carried "under" structure: Interstate 70, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 32,758 (year 2019), Truck Traffic: 50%, Features Intersected: I70 EB, Facility Carried by Structure: CR 600W
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 153.869, Lanes on structure: 7, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Find on map >> Show street view
Structure Number: 428, Location: 06.57 E I-465 (Lat: 39.819181, Lng: -85.915089), Route carried "under" structure: Ramp Interstate 70, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 1,825 (year 2019), Truck Traffic: 10%, Features Intersected: I70 EB Ramp, Facility Carried by Structure: CR 600W
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 153.869, Lanes on structure: 7, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 428, Location: 06.57 E I-465 (Lat: 39.819181, Lng: -85.915089), Route carried "under" structure: Ramp Interstate 70, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 1,825 (year 2019), Truck Traffic: 10%, Features Intersected: I70 EB Ramp, Facility Carried by Structure: CR 600W
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 153.869, Lanes on structure: 7, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)