Bridge Statistics for Harrodsburg, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 32Number of bridges
- 262ft / 80.2mTotal length
- $1,575,000Total costs
- 139,257Total average daily traffic
- 15,978Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Harrodsburg
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 21960-1969
- 111970-1979
- 41980-1989
- 21990-1999
- 12000-2009
- 92010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- 41990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 15.0%Excellent
- 10.0%Very good
- 45.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 15.0%Excellent
- 15.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 10.0%Excellent
- 30.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- Bridge Condition - Channel
- 5.6%Excellent
- 11.1%Very good
- 38.9%Good
- 44.4%Satisfactory
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Fair
Find on map >> Show street view
Structure Number: 1202, Location: 06.40 N SR 54 (Lat: 38.999719, Lng: -86.537322), Route carried "on" structure: State highway 37, Year Built: 1972, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 17,326 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 24,602 (year 2033), Design Load: HS 20, Features Intersected: JUDAH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 23.2m (76.1ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 1202, Location: 06.40 N SR 54 (Lat: 38.999719, Lng: -86.537322), Route carried "on" structure: State highway 37, Year Built: 1972, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 17,326 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 24,602 (year 2033), Design Load: HS 20, Features Intersected: JUDAH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 23.2m (76.1ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Find on map >> Show street view
Structure Number: 1203, Location: 07.47 N SR 54 (Lat: 39.015300, Lng: -86.537011), Route carried "on" structure: State highway 37, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 6.26m (20.54ft), Average Daily Traffic: 8,720 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 9,150 (year 2041), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.2 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1203, Location: 07.47 N SR 54 (Lat: 39.015300, Lng: -86.537011), Route carried "on" structure: State highway 37, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 6.26m (20.54ft), Average Daily Traffic: 8,720 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 9,150 (year 2041), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.2 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 1204, Location: 07.47 N SR 54 (Lat: 39.015339, Lng: -86.537319), Route carried "on" structure: State highway 37, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 6.26m (20.54ft), Average Daily Traffic: 8,790 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 9,220 (year 2041), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: 32.1 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1204, Location: 07.47 N SR 54 (Lat: 39.015339, Lng: -86.537319), Route carried "on" structure: State highway 37, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 6.26m (20.54ft), Average Daily Traffic: 8,790 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 9,220 (year 2041), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: 32.1 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 1205, Location: 07.81 N SR 54 (Lat: 39.020200, Lng: -86.536261), Route carried "on" structure: State highway 37, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 9,620 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 10,120 (year 2041), Design Load: HS 20, Features Intersected: ABANDONED RR, CO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2021, Other Special Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1205, Location: 07.81 N SR 54 (Lat: 39.020200, Lng: -86.536261), Route carried "on" structure: State highway 37, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 9,620 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 10,120 (year 2041), Design Load: HS 20, Features Intersected: ABANDONED RR, CO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2021, Other Special Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 1206, Location: 07.81 N SR 54 (Lat: 39.020250, Lng: -86.536600), Route carried "on" structure: State highway 37, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 9,540 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 10,030 (year 2041), Design Load: HS 20, Features Intersected: ABANDONED RR, CO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2021, Other Special Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1206, Location: 07.81 N SR 54 (Lat: 39.020250, Lng: -86.536600), Route carried "on" structure: State highway 37, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 9,540 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 10,030 (year 2041), Design Load: HS 20, Features Intersected: ABANDONED RR, CO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2021, Other Special Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 5134, Location: 06.67 N SR 445 (Lat: 39.072700, Lng: -86.602519), Route carried "on" structure: Interstate 69, Year Built: 2015, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 25,635 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 29,578 (year 2030), Design Load: HS 20, Features Intersected: UNT CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.155, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 39.6m (129.9ft)
Condition: Channel: Excellent, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 5134, Location: 06.67 N SR 445 (Lat: 39.072700, Lng: -86.602519), Route carried "on" structure: Interstate 69, Year Built: 2015, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 25,635 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 29,578 (year 2030), Design Load: HS 20, Features Intersected: UNT CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.155, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 39.6m (129.9ft)
Condition: Channel: Excellent, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Find on map >> Show street view
Structure Number: 79934, Location: 3.03 S SR 37 (Lat: 39.075589, Lng: -86.591831), Route carried "on" structure: Interstate 69, Year Built: 2015, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 12,818 (year 2014), Truck Traffic: 21%, Average Future Daily Traffic: 15,381 (year 2034), Design Load: HS 20, Features Intersected: S LODGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.072, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.6m (54.5ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 87.2 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: 58.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 79934, Location: 3.03 S SR 37 (Lat: 39.075589, Lng: -86.591831), Route carried "on" structure: Interstate 69, Year Built: 2015, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 12,818 (year 2014), Truck Traffic: 21%, Average Future Daily Traffic: 15,381 (year 2034), Design Load: HS 20, Features Intersected: S LODGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.072, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.6m (54.5ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 87.2 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: 58.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: Febuary 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: 79948, Location: 3.03 S SR 37 (Lat: 39.075339, Lng: -86.591850), Route carried "on" structure: Interstate 69, Year Built: 2015, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 12,818 (year 2014), Truck Traffic: 21%, Average Future Daily Traffic: 15,381 (year 2034), Design Load: HL 93, Features Intersected: S LODGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.072, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.6m (54.5ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 87.2 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: 58.0 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: Superior to present desirable criteria, Deck Geometry: Better than 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 79948, Location: 3.03 S SR 37 (Lat: 39.075339, Lng: -86.591850), Route carried "on" structure: Interstate 69, Year Built: 2015, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 12,818 (year 2014), Truck Traffic: 21%, Average Future Daily Traffic: 15,381 (year 2034), Design Load: HL 93, Features Intersected: S LODGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.072, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.6m (54.5ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 87.2 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: 58.0 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: Superior to present desirable criteria, Deck Geometry: Better than 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: Febuary 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: 7995, Location: 5.21 N SR 445 (Lat: 39.073289, Lng: -86.599961), Route carried "on" structure: Interstate 69, Year Built: 2015, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 12,818 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 15,381 (year 2034), Design Load: HL 93, Features Intersected: S ROCKPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.332, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7995, Location: 5.21 N SR 445 (Lat: 39.073289, Lng: -86.599961), Route carried "on" structure: Interstate 69, Year Built: 2015, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 12,818 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 15,381 (year 2034), Design Load: HL 93, Features Intersected: S ROCKPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.332, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 4700062, Location: 00.21 E OF HAYES CEMETARY (Lat: 38.977419, Lng: -86.506200), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 2015, Status: Open, Structure Length: 5.14m (16.86ft), Average Daily Traffic: 480 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 529 (year 2036), Features Intersected: SALT CREEK, Facility Carried by Structure: GUTHRIE ROAD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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: 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: 4700062, Location: 00.21 E OF HAYES CEMETARY (Lat: 38.977419, Lng: -86.506200), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 2015, Status: Open, Structure Length: 5.14m (16.86ft), Average Daily Traffic: 480 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 529 (year 2036), Features Intersected: SALT CREEK, Facility Carried by Structure: GUTHRIE ROAD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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: 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: 5300009, Location: 1.1 MILE S OF HOBART ROAD (Lat: 38.998239, Lng: -86.545539), Route carried "on" structure: County highway 37, Year Built: 1924, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,570 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 2,814 (year 2034), Features Intersected: JUDAH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: March 2020
Structure Number: 5300009, Location: 1.1 MILE S OF HOBART ROAD (Lat: 38.998239, Lng: -86.545539), Route carried "on" structure: County highway 37, Year Built: 1924, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,570 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 2,814 (year 2034), Features Intersected: JUDAH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: March 2020
Find on map >> Show street view
Structure Number: 5300063, Location: 01.00 S FLUCKMILL RD (Lat: 39.062819, Lng: -86.579681), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 885 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 1,586 (year 2034), Design Load: HS 20, Features Intersected: BRANCH CLEAR CREEK, Facility Carried by Structure: VICTOR PIKE
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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5300063, Location: 01.00 S FLUCKMILL RD (Lat: 39.062819, Lng: -86.579681), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 885 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 1,586 (year 2034), Design Load: HS 20, Features Intersected: BRANCH CLEAR CREEK, Facility Carried by Structure: VICTOR PIKE
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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 5300068, Location: 01.30 W ROCKPORT RD (Lat: 38.999500, Lng: -86.613769), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 637 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 1,142 (year 2034), Features Intersected: POPCORN CREEK, Facility Carried by Structure: POPCORN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5300068, Location: 01.30 W ROCKPORT RD (Lat: 38.999500, Lng: -86.613769), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 637 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 1,142 (year 2034), Features Intersected: POPCORN CREEK, Facility Carried by Structure: POPCORN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 5300073, Location: 01.30 N VICTOR PARK (Lat: 39.071150, Lng: -86.601119), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 310 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 556 (year 2034), Design Load: HL 93, Features Intersected: BRANCH CLEAR CREEK, Facility Carried by Structure: ROCKPORT ROAD
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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5300073, Location: 01.30 N VICTOR PARK (Lat: 39.071150, Lng: -86.601119), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 310 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 556 (year 2034), Design Load: HL 93, Features Intersected: BRANCH CLEAR CREEK, Facility Carried by Structure: ROCKPORT ROAD
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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, 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: 5300074, Location: 00.70 S CEDAR BLUFF (Lat: 39.034150, Lng: -86.566861), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 166 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 298 (year 2034), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: KETCHAM ROAD
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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5300074, Location: 00.70 S CEDAR BLUFF (Lat: 39.034150, Lng: -86.566861), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 166 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 298 (year 2034), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: KETCHAM ROAD
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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 5300075, Location: 00.10 E VICTOR PARK (Lat: 39.073161, Lng: -86.586511), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 419 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 751 (year 2034), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: FLUCKMILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5300075, Location: 00.10 E VICTOR PARK (Lat: 39.073161, Lng: -86.586511), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 419 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 751 (year 2034), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: FLUCKMILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 5300076, Location: 00.00 INT. OF KETCHAM ROA (Lat: 39.070131, Lng: -86.595111), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 1981, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 419 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 751 (year 2034), Design Load: HS 20, Features Intersected: BRANCH OF CLEAR CREEK, Facility Carried by Structure: FLUCKMILL ROAD
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, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.4 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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5300076, Location: 00.00 INT. OF KETCHAM ROA (Lat: 39.070131, Lng: -86.595111), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 1981, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 419 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 751 (year 2034), Design Load: HS 20, Features Intersected: BRANCH OF CLEAR CREEK, Facility Carried by Structure: FLUCKMILL ROAD
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, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.4 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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 5300077, Location: 00.50 N POPCORN RD (Lat: 39.018839, Lng: -86.543731), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 5.22m (17.13ft), Average Daily Traffic: 83 (year 2014), Average Future Daily Traffic: 149 (year 2034), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: GORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 8.2m (26.9ft), Horizontal Clearance: 25.9m (85.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5300077, Location: 00.50 N POPCORN RD (Lat: 39.018839, Lng: -86.543731), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 5.22m (17.13ft), Average Daily Traffic: 83 (year 2014), Average Future Daily Traffic: 149 (year 2034), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: GORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 8.2m (26.9ft), Horizontal Clearance: 25.9m (85.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 5300078, Location: 00.50 W. OF MONROE DAM RD (Lat: 39.012119, Lng: -86.529381), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 7 (year 2014), Average Future Daily Traffic: 13 (year 2034), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: DEPOT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Navigation Control: Yes ( Vertical Clearance: 7.0m (23.0ft), Horizontal Clearance: 23.2m (76.1ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 21.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $125,000, Total Project Cost: $450,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5300078, Location: 00.50 W. OF MONROE DAM RD (Lat: 39.012119, Lng: -86.529381), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 7 (year 2014), Average Future Daily Traffic: 13 (year 2034), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: DEPOT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Navigation Control: Yes ( Vertical Clearance: 7.0m (23.0ft), Horizontal Clearance: 23.2m (76.1ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 21.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $125,000, Total Project Cost: $450,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 5300135, Location: 0.1 MILE S. OF POPCORN RD (Lat: 39.010869, Lng: -86.544911), Route carried "on" structure: County highway , Year Built: 1935, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 372 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 667 (year 2034), Features Intersected: BRANCH CLEAR CREEK, Facility Carried by Structure: HARRODSBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $200,000, Total Project Cost: $475,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5300135, Location: 0.1 MILE S. OF POPCORN RD (Lat: 39.010869, Lng: -86.544911), Route carried "on" structure: County highway , Year Built: 1935, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 372 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 667 (year 2034), Features Intersected: BRANCH CLEAR CREEK, Facility Carried by Structure: HARRODSBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $200,000, Total Project Cost: $475,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 5300136, Location: 00.30 N HOBART ROAD (Lat: 39.017089, Lng: -86.539419), Route carried "on" structure: County highway 37, Year Built: 1991, Status: Open, Structure Length: 8.10m (26.57ft), Average Daily Traffic: 1,570 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 2,814 (year 2034), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5300136, Location: 00.30 N HOBART ROAD (Lat: 39.017089, Lng: -86.539419), Route carried "on" structure: County highway 37, Year Built: 1991, Status: Open, Structure Length: 8.10m (26.57ft), Average Daily Traffic: 1,570 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 2,814 (year 2034), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: 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: March 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: 5300137, Location: 00.50 N HOBART ROAD (Lat: 39.020419, Lng: -86.539458), Route carried "on" structure: County highway 37, Year Built: 1987, Status: Open, Structure Length: 5.90m (19.36ft), Average Daily Traffic: 2,320 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 4,158 (year 2034), Design Load: HS 20, Features Intersected: MONROE DAM ROAD/DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5300137, Location: 00.50 N HOBART ROAD (Lat: 39.020419, Lng: -86.539458), Route carried "on" structure: County highway 37, Year Built: 1987, Status: Open, Structure Length: 5.90m (19.36ft), Average Daily Traffic: 2,320 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 4,158 (year 2034), Design Load: HS 20, Features Intersected: MONROE DAM ROAD/DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 5300164, Location: 00.05 S HOBART ROAD (Lat: 39.013100, Lng: -86.541581), Route carried "on" structure: County highway 51, Year Built: 1970, Year Reconstructed: 1985, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,570 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 2,814 (year 2034), Features Intersected: BRANCH OF CLEAR CREEK, Facility Carried by Structure: OLD SR 37
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: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $350,000, Total Project Cost: $650,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5300164, Location: 00.05 S HOBART ROAD (Lat: 39.013100, Lng: -86.541581), Route carried "on" structure: County highway 51, Year Built: 1970, Year Reconstructed: 1985, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,570 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 2,814 (year 2034), Features Intersected: BRANCH OF CLEAR CREEK, Facility Carried by Structure: OLD SR 37
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: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $350,000, Total Project Cost: $650,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1205, Location: 07.81 N SR-54 (Lat: 39.020200, Lng: -86.536256), Route carried "under" structure: County highway , Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 1,096 (year 2004), Truck Traffic: 5%, Features Intersected: COUNTY ROAD EBL, Facility Carried by Structure: SR 37 NBL
Minimum Vertical Clearance: 9.75m (31.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 1205, Location: 07.81 N SR-54 (Lat: 39.020200, Lng: -86.536256), Route carried "under" structure: County highway , Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 1,096 (year 2004), Truck Traffic: 5%, Features Intersected: COUNTY ROAD EBL, Facility Carried by Structure: SR 37 NBL
Minimum Vertical Clearance: 9.75m (31.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Find on map >> Show street view
Structure Number: 1205, Location: 07.81 N SR-54 (Lat: 39.020200, Lng: -86.536256), Route carried "under" structure: County highway , Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 1,096 (year 2004), Truck Traffic: 5%, Features Intersected: COUNTY ROAD WBL, Facility Carried by Structure: SR 37 NBL
Minimum Vertical Clearance: 9.75m (31.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 1205, Location: 07.81 N SR-54 (Lat: 39.020200, Lng: -86.536256), Route carried "under" structure: County highway , Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 1,096 (year 2004), Truck Traffic: 5%, Features Intersected: COUNTY ROAD WBL, Facility Carried by Structure: SR 37 NBL
Minimum Vertical Clearance: 9.75m (31.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Find on map >> Show street view
Structure Number: 1206, Location: 07.81 N SR-54 (Lat: 39.020250, Lng: -86.536597), Route carried "under" structure: County highway , Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 1,096 (year 2004), Truck Traffic: 5%, Features Intersected: COUNTY ROAD EBL, Facility Carried by Structure: SR 37 SB
Minimum Vertical Clearance: 9.75m (31.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 1206, Location: 07.81 N SR-54 (Lat: 39.020250, Lng: -86.536597), Route carried "under" structure: County highway , Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 1,096 (year 2004), Truck Traffic: 5%, Features Intersected: COUNTY ROAD EBL, Facility Carried by Structure: SR 37 SB
Minimum Vertical Clearance: 9.75m (31.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Find on map >> Show street view
Structure Number: 1206, Location: 07.81 N SR-54 (Lat: 39.020250, Lng: -86.536597), Route carried "under" structure: County highway , Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 1,096 (year 2004), Truck Traffic: 5%, Features Intersected: COUNTY ROAD WBL, Facility Carried by Structure: SR 37 SB
Minimum Vertical Clearance: 9.75m (31.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 1206, Location: 07.81 N SR-54 (Lat: 39.020250, Lng: -86.536597), Route carried "under" structure: County highway , Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 1,096 (year 2004), Truck Traffic: 5%, Features Intersected: COUNTY ROAD WBL, Facility Carried by Structure: SR 37 SB
Minimum Vertical Clearance: 9.75m (31.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Find on map >> Show street view
Structure Number: 79934, Location: 2.78 S SR 37 (Lat: 39.075589, Lng: -86.591831), Route carried "under" structure: County highway , Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 575 (year 2014), Truck Traffic: 5%, Features Intersected: S LODGE RD, Facility Carried by Structure: I-69 SB
Minimum Vertical Clearance: 5.93m (19.46ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.6m (54.5ft)
Structure Number: 79934, Location: 2.78 S SR 37 (Lat: 39.075589, Lng: -86.591831), Route carried "under" structure: County highway , Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 575 (year 2014), Truck Traffic: 5%, Features Intersected: S LODGE RD, Facility Carried by Structure: I-69 SB
Minimum Vertical Clearance: 5.93m (19.46ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.6m (54.5ft)
Find on map >> Show street view
Structure Number: 79948, Location: 2.78 S SR 37 (Lat: 39.075339, Lng: -86.591850), Route carried "under" structure: County highway , Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 575 (year 2014), Truck Traffic: 5%, Features Intersected: S LODGE RD, Facility Carried by Structure: I-69 NB
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.6m (54.5ft)
Structure Number: 79948, Location: 2.78 S SR 37 (Lat: 39.075339, Lng: -86.591850), Route carried "under" structure: County highway , Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 575 (year 2014), Truck Traffic: 5%, Features Intersected: S LODGE RD, Facility Carried by Structure: I-69 NB
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.6m (54.5ft)
Find on map >> Show street view
Structure Number: 7995, Location: 5.21 N SR 445 (Lat: 39.073431, Lng: -86.599800), Route carried "under" structure: City street , Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 1,227 (year 2014), Truck Traffic: 5%, Features Intersected: S ROCKPORT RD, Facility Carried by Structure: I-69 NB
Minimum Vertical Clearance: 7.78m (25.52ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 7995, Location: 5.21 N SR 445 (Lat: 39.073431, Lng: -86.599800), Route carried "under" structure: City street , Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 1,227 (year 2014), Truck Traffic: 5%, Features Intersected: S ROCKPORT RD, Facility Carried by Structure: I-69 NB
Minimum Vertical Clearance: 7.78m (25.52ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 28.0m (91.9ft)
Find on map >> Show street view
Structure Number: 79952, Location: 5.21 N SR 445 (Lat: 39.073431, Lng: -86.599800), Route carried "under" structure: City street , Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 1,227 (year 2014), Truck Traffic: 5%, Features Intersected: S ROCKPORT RD, Facility Carried by Structure: I-69 SB
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 79952, Location: 5.21 N SR 445 (Lat: 39.073431, Lng: -86.599800), Route carried "under" structure: City street , Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 1,227 (year 2014), Truck Traffic: 5%, Features Intersected: S ROCKPORT RD, Facility Carried by Structure: I-69 SB
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 28.0m (91.9ft)
Find on map >> Show street view
Structure Number: 5300137, Location: 00.50 NORTH OF HOBART ROA (Lat: 39.020419, Lng: -86.539458), Route carried "under" structure: County highway 112, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 2,376 (year 2008), Truck Traffic: 5%, Features Intersected: MONROE DAM ROAD, Facility Carried by Structure: OLD SR 37 S
Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 5300137, Location: 00.50 NORTH OF HOBART ROA (Lat: 39.020419, Lng: -86.539458), Route carried "under" structure: County highway 112, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 2,376 (year 2008), Truck Traffic: 5%, Features Intersected: MONROE DAM ROAD, Facility Carried by Structure: OLD SR 37 S
Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)