Bridge Statistics for Paducah, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 119Number of bridges
- 1,437ft / 438mTotal length
- $28,781,000Total costs
- 913,069Total average daily traffic
- 105,078Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Paducah
- No street view available for this location
- New bridges - historical statistics
- 41910-1919
- 31930-1939
- 21940-1949
- 161950-1959
- 41960-1969
- 421970-1979
- 101980-1989
- 171990-1999
- 182000-2009
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 1.3%Excellent
- 5.0%Very good
- 58.8%Good
- 28.8%Satisfactory
- 3.8%Fair
- 2.5%Poor
- Bridge Condition - Superstructure
- 1.3%Excellent
- 16.3%Very good
- 50.0%Good
- 22.5%Satisfactory
- 7.5%Fair
- 2.5%Poor
- Bridge Condition - Substructure
- 1.3%Excellent
- 20.0%Very good
- 41.3%Good
- 22.5%Satisfactory
- 8.8%Fair
- 6.3%Poor
- Bridge Condition - Channel
- 15.5%Very good
- 32.8%Good
- 25.9%Satisfactory
- 24.1%Fair
- 1.7%Poor
- Bridge Condition - Culverts
- 16.7%Very good
- 33.3%Good
- 50.0%Satisfactory
Find on map >> Show street view
Structure Number: 73C00073N, Location: .7 MI N JCT US 62 (Lat: 37.047222, Lng: -88.727778), Route carried "on" structure: City street 1067, Year Built: 1992, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 3,079 (year 2018), Average Future Daily Traffic: 2,678 (year 2038), Design Load: HS 25 or greater, Features Intersected: MIDDLE FK MASSIC CK, Facility Carried by Structure: MCCRACKEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.095, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 73C00073N, Location: .7 MI N JCT US 62 (Lat: 37.047222, Lng: -88.727778), Route carried "on" structure: City street 1067, Year Built: 1992, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 3,079 (year 2018), Average Future Daily Traffic: 2,678 (year 2038), Design Load: HS 25 or greater, Features Intersected: MIDDLE FK MASSIC CK, Facility Carried by Structure: MCCRACKEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.095, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 73C00076N, Location: .2 MI W JCT KY 994 (Lat: 37.065833, Lng: -88.615833), Route carried "on" structure: City street 1317, Year Built: 2000, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 398 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: BR-SMITH CREEK, Facility Carried by Structure: SOUTH 25TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.296, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 73C00076N, Location: .2 MI W JCT KY 994 (Lat: 37.065833, Lng: -88.615833), Route carried "on" structure: City street 1317, Year Built: 2000, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 398 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: BR-SMITH CREEK, Facility Carried by Structure: SOUTH 25TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.296, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 73C00077N, Location: 0.58 MI N. OF U.S. 60 (Lat: 37.065000, Lng: -88.588611), Route carried "on" structure: City street 1025, Year Built: 1988, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 3,817 (year 2020), Average Future Daily Traffic: 3,549 (year 2040), Design Load: HS 20, Features Intersected: ISLAND CREEK, Facility Carried by Structure: BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.190, Lanes on structure: 2, Owner: City or Municipal 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: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 73C00077N, Location: 0.58 MI N. OF U.S. 60 (Lat: 37.065000, Lng: -88.588611), Route carried "on" structure: City street 1025, Year Built: 1988, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 3,817 (year 2020), Average Future Daily Traffic: 3,549 (year 2040), Design Load: HS 20, Features Intersected: ISLAND CREEK, Facility Carried by Structure: BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.190, Lanes on structure: 2, Owner: City or Municipal 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: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 73C00079N, Location: 550' South Jct. Ky.1322 (Lat: 37.008056, Lng: -88.752778), Route carried "on" structure: County highway 1209, Year Built: 2006, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 142 (year 2014), Average Future Daily Traffic: 123 (year 2034), Design Load: HS 25 or greater, Features Intersected: Br. Mid. Fork Massac Ck., Facility Carried by Structure: NEW HOPE CH. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.188, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 73C00079N, Location: 550' South Jct. Ky.1322 (Lat: 37.008056, Lng: -88.752778), Route carried "on" structure: County highway 1209, Year Built: 2006, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 142 (year 2014), Average Future Daily Traffic: 123 (year 2034), Design Load: HS 25 or greater, Features Intersected: Br. Mid. Fork Massac Ck., Facility Carried by Structure: NEW HOPE CH. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.188, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 73C00080N, Location: 0.4 Mi. N. Jct. US HWY 62 (Lat: 37.060000, Lng: -88.665556), Route carried "on" structure: City street 1487, Year Built: 2007, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 7,807 (year 2019), Average Future Daily Traffic: 7,260 (year 2039), Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.176, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 73C00080N, Location: 0.4 Mi. N. Jct. US HWY 62 (Lat: 37.060000, Lng: -88.665556), Route carried "on" structure: City street 1487, Year Built: 2007, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 7,807 (year 2019), Average Future Daily Traffic: 7,260 (year 2039), Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.176, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Find on map >> Show street view
Structure Number: 73C00081N, Location: .2 MI W OF BUCKNER LN (Lat: 37.067778, Lng: -88.677778), Route carried "on" structure: City street 1487, Year Built: 2008, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 11,656 (year 2019), Average Future Daily Traffic: 10,840 (year 2039), Design Load: HS 25 or greater, Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 73C00081N, Location: .2 MI W OF BUCKNER LN (Lat: 37.067778, Lng: -88.677778), Route carried "on" structure: City street 1487, Year Built: 2008, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 11,656 (year 2019), Average Future Daily Traffic: 10,840 (year 2039), Design Load: HS 25 or greater, Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 73C00082N, Location: .5 MI W. OF BUCKNER LN (Lat: 37.069722, Lng: -88.681944), Route carried "on" structure: City street 1487, Year Built: 2008, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 11,656 (year 2019), Average Future Daily Traffic: 10,840 (year 2039), Design Load: HS 25 or greater, Features Intersected: PERKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.172, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 73C00082N, Location: .5 MI W. OF BUCKNER LN (Lat: 37.069722, Lng: -88.681944), Route carried "on" structure: City street 1487, Year Built: 2008, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 11,656 (year 2019), Average Future Daily Traffic: 10,840 (year 2039), Design Load: HS 25 or greater, Features Intersected: PERKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.172, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 73C00084N, Location: 0.4 MI N. U.S. 60 (Lat: 37.077500, Lng: -88.717778), Route carried "on" structure: County highway 1302, Year Built: 2018, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 290 (year 2020), Average Future Daily Traffic: 2,040 (year 2040), Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.716, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 4 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 39.2 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: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 73C00084N, Location: 0.4 MI N. U.S. 60 (Lat: 37.077500, Lng: -88.717778), Route carried "on" structure: County highway 1302, Year Built: 2018, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 290 (year 2020), Average Future Daily Traffic: 2,040 (year 2040), Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.716, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 4 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 39.2 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: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Find on map >> Show street view
Structure Number: 73C00085N, Location: 0.1 Mi E. Maxon Rd. (Lat: 37.076111, Lng: -88.716389), Route carried "on" structure: Alternate County highway 1303, Year Built: 2008, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 290 (year 2020), Average Future Daily Traffic: 2,040 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: Brenna Dr.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.163, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 73C00085N, Location: 0.1 Mi E. Maxon Rd. (Lat: 37.076111, Lng: -88.716389), Route carried "on" structure: Alternate County highway 1303, Year Built: 2008, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 290 (year 2020), Average Future Daily Traffic: 2,040 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: Brenna Dr.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.163, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Find on map >> Show street view
Structure Number: 73C00086N, Location: 150' N OF CENTER ST. (Lat: 37.064722, Lng: -88.621667), Route carried "on" structure: City street 1316, Year Built: 2020, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 630 (year 2021), Average Future Daily Traffic: 2,041 (year 2041), Design Load: Greater than HL93, Features Intersected: BR. OF ISLAND CREEK, Facility Carried by Structure: SOUTH 24TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.832, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 90.4 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: 69.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 73C00086N, Location: 150' N OF CENTER ST. (Lat: 37.064722, Lng: -88.621667), Route carried "on" structure: City street 1316, Year Built: 2020, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 630 (year 2021), Average Future Daily Traffic: 2,041 (year 2041), Design Load: Greater than HL93, Features Intersected: BR. OF ISLAND CREEK, Facility Carried by Structure: SOUTH 24TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.832, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 90.4 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: 69.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, 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: 73B00093N, Location: 2.1 MI WEST OF BRIDGE ST (Lat: 37.068056, Lng: -88.608611), Route carried "under" structure: City street 1369, Year Built: 1951, Structure Length: 0. m, Features Intersected: P&L RAILWAY & CLEVELND S, Facility Carried by Structure: US-60
Minimum Vertical Clearance: 7.19m (23.59ft), Kilometerpoint: 0.241, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 73B00093N, Location: 2.1 MI WEST OF BRIDGE ST (Lat: 37.068056, Lng: -88.608611), Route carried "under" structure: City street 1369, Year Built: 1951, Structure Length: 0. m, Features Intersected: P&L RAILWAY & CLEVELND S, Facility Carried by Structure: US-60
Minimum Vertical Clearance: 7.19m (23.59ft), Kilometerpoint: 0.241, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.8m (55.1ft)
Find on map >> Show street view
Structure Number: 73B00094N, Location: 1.6 MI WEST OF BRIDGE ST (Lat: 37.068333, Lng: -88.602500), Route carried "under" structure: City street 1366, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 1,279 (year 2018), Features Intersected: P&L RAILWAY & CALDWELL A, Facility Carried by Structure: US-60
Minimum Vertical Clearance: 7.11m (23.33ft), Kilometerpoint: 0.016, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 73B00094N, Location: 1.6 MI WEST OF BRIDGE ST (Lat: 37.068333, Lng: -88.602500), Route carried "under" structure: City street 1366, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 1,279 (year 2018), Features Intersected: P&L RAILWAY & CALDWELL A, Facility Carried by Structure: US-60
Minimum Vertical Clearance: 7.11m (23.33ft), Kilometerpoint: 0.016, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Find on map >> Show street view
Structure Number: 73B00101L, Location: .5 MI N OF KY 305 NTRCH (Lat: 37.107778, Lng: -88.691667), Route carried "under" structure: State highway 1420, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 652 (year 2019), Features Intersected: KY 1420, Facility Carried by Structure: I 24 NC
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 7.903, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
Structure Number: 73B00101L, Location: .5 MI N OF KY 305 NTRCH (Lat: 37.107778, Lng: -88.691667), Route carried "under" structure: State highway 1420, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 652 (year 2019), Features Intersected: KY 1420, Facility Carried by Structure: I 24 NC
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 7.903, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
Find on map >> Show street view
Structure Number: 73B00101R, Location: .5 MI N OF KY 305 NTRCH (Lat: 37.107778, Lng: -88.691944), Route carried "under" structure: State highway 1420, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 652 (year 2019), Features Intersected: KY 1420, Facility Carried by Structure: I-24
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 7.879, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
Structure Number: 73B00101R, Location: .5 MI N OF KY 305 NTRCH (Lat: 37.107778, Lng: -88.691944), Route carried "under" structure: State highway 1420, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 652 (year 2019), Features Intersected: KY 1420, Facility Carried by Structure: I-24
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 7.879, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
Find on map >> Show street view
Structure Number: 73B00102L, Location: 1.4 MI N OF US 60 NTRCH (Lat: 37.097500, Lng: -88.688056), Route carried "under" structure: State highway 305, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 9,192 (year 2020), Truck Traffic: 12%, Features Intersected: KY 305, Facility Carried by Structure: I 24 NC
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 13.811, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 73B00102L, Location: 1.4 MI N OF US 60 NTRCH (Lat: 37.097500, Lng: -88.688056), Route carried "under" structure: State highway 305, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 9,192 (year 2020), Truck Traffic: 12%, Features Intersected: KY 305, Facility Carried by Structure: I 24 NC
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 13.811, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Find on map >> Show street view
Structure Number: 73B00102R, Location: 1.4 MI N OF US 60 NTRCH (Lat: 37.097500, Lng: -88.688333), Route carried "under" structure: State highway 305, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 9,192 (year 2020), Truck Traffic: 12%, Features Intersected: KY 305, Facility Carried by Structure: I-24
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 13.789, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 73B00102R, Location: 1.4 MI N OF US 60 NTRCH (Lat: 37.097500, Lng: -88.688333), Route carried "under" structure: State highway 305, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 9,192 (year 2020), Truck Traffic: 12%, Features Intersected: KY 305, Facility Carried by Structure: I-24
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 13.789, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Find on map >> Show street view
Structure Number: 73B00105L, Location: 1.4 MI S OF KY 305 NTRCH (Lat: 37.078333, Lng: -88.680833), Route carried "under" structure: US 60, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 28,488 (year 2016), Truck Traffic: 10%, Features Intersected: US 60, Facility Carried by Structure: I 24 NC
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 17.196, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 73B00105L, Location: 1.4 MI S OF KY 305 NTRCH (Lat: 37.078333, Lng: -88.680833), Route carried "under" structure: US 60, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 28,488 (year 2016), Truck Traffic: 10%, Features Intersected: US 60, Facility Carried by Structure: I 24 NC
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 17.196, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Find on map >> Show street view
Structure Number: 73B00105R, Location: 1.4 MI S OF KY 305 NTRCH (Lat: 37.078333, Lng: -88.681111), Route carried "under" structure: US 60, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 28,488 (year 2016), Truck Traffic: 10%, Features Intersected: US 60, Facility Carried by Structure: I-24
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 17.173, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 73B00105R, Location: 1.4 MI S OF KY 305 NTRCH (Lat: 37.078333, Lng: -88.681111), Route carried "under" structure: US 60, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 28,488 (year 2016), Truck Traffic: 10%, Features Intersected: US 60, Facility Carried by Structure: I-24
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 17.173, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Find on map >> Show street view
Structure Number: 73B00111L, Location: WBL .50 MI NW OF US62 NTR (Lat: 37.064722, Lng: -88.665833), Route carried "under" structure: City street 1000, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 5,948 (year 2018), Features Intersected: BUCHNER LANE, Facility Carried by Structure: I 24 NC
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 1.485, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
Structure Number: 73B00111L, Location: WBL .50 MI NW OF US62 NTR (Lat: 37.064722, Lng: -88.665833), Route carried "under" structure: City street 1000, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 5,948 (year 2018), Features Intersected: BUCHNER LANE, Facility Carried by Structure: I 24 NC
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 1.485, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
Find on map >> Show street view
Structure Number: 73B00111R, Location: EBL 1.0 MI SE OF US60 NTR (Lat: 37.064444, Lng: -88.666111), Route carried "under" structure: City street 1000, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 5,948 (year 2018), Features Intersected: BUCKNER LANE, Facility Carried by Structure: I-24
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 1.460, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
Structure Number: 73B00111R, Location: EBL 1.0 MI SE OF US60 NTR (Lat: 37.064444, Lng: -88.666111), Route carried "under" structure: City street 1000, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 5,948 (year 2018), Features Intersected: BUCKNER LANE, Facility Carried by Structure: I-24
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 1.460, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
Find on map >> Show street view
Structure Number: 73B00112L, Location: WBL .3 MI SE OF US62 NTRC (Lat: 37.051389, Lng: -88.650833), Route carried "under" structure: US 45, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 17,277 (year 2020), Truck Traffic: 3%, Features Intersected: U.S. 45, Facility Carried by Structure: I 24 NC
Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 12.912, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 73B00112L, Location: WBL .3 MI SE OF US62 NTRC (Lat: 37.051389, Lng: -88.650833), Route carried "under" structure: US 45, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 17,277 (year 2020), Truck Traffic: 3%, Features Intersected: U.S. 45, Facility Carried by Structure: I 24 NC
Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 12.912, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Find on map >> Show street view
Structure Number: 73B00112R, Location: EBL .3 MI SE OF US62 NTRC (Lat: 37.051389, Lng: -88.651111), Route carried "under" structure: US 45, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 23,501 (year 2020), Truck Traffic: 7%, Features Intersected: U.S. 45, Facility Carried by Structure: I-24
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 12.891, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 73B00112R, Location: EBL .3 MI SE OF US62 NTRC (Lat: 37.051389, Lng: -88.651111), Route carried "under" structure: US 45, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 23,501 (year 2020), Truck Traffic: 7%, Features Intersected: U.S. 45, Facility Carried by Structure: I-24
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 12.891, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Find on map >> Show street view
Structure Number: 73B00113N, Location: .50 MI EAST OF US 45 NTRC (Lat: 37.045833, Lng: -88.646111), Route carried "under" structure: Interstate 24, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 39,414 (year 2020), Truck Traffic: 21%, Features Intersected: I-24 @ ELMDALE ROAD, Facility Carried by Structure: KY-6027
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 11.851, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 73B00113N, Location: .50 MI EAST OF US 45 NTRC (Lat: 37.045833, Lng: -88.646111), Route carried "under" structure: Interstate 24, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 39,414 (year 2020), Truck Traffic: 21%, Features Intersected: I-24 @ ELMDALE ROAD, Facility Carried by Structure: KY-6027
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 11.851, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 32.0m (105.0ft)
Find on map >> Show street view
Structure Number: 73B00114L, Location: WBL 3 MI SE OF US45 NTRCH (Lat: 37.025000, Lng: -88.610556), Route carried "under" structure: State highway 6034, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 272 (year 2020), Features Intersected: P&L RR-POOL RD-CR 5034G, Facility Carried by Structure: I 24 NC
Minimum Vertical Clearance: 7.14m (23.43ft), Kilometerpoint: 0.124, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Structure Number: 73B00114L, Location: WBL 3 MI SE OF US45 NTRCH (Lat: 37.025000, Lng: -88.610556), Route carried "under" structure: State highway 6034, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 272 (year 2020), Features Intersected: P&L RR-POOL RD-CR 5034G, Facility Carried by Structure: I 24 NC
Minimum Vertical Clearance: 7.14m (23.43ft), Kilometerpoint: 0.124, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Find on map >> Show street view
Structure Number: 73B00114L, Location: WBL 3 MI SE OF US45 NTRCH (Lat: 37.025000, Lng: -88.610556), Route carried "under" structure: State highway 6035, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 619 (year 2020), Features Intersected: P&L RR-POOL RD-CR 5034G, Facility Carried by Structure: I 24 NC
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.560, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Structure Number: 73B00114L, Location: WBL 3 MI SE OF US45 NTRCH (Lat: 37.025000, Lng: -88.610556), Route carried "under" structure: State highway 6035, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 619 (year 2020), Features Intersected: P&L RR-POOL RD-CR 5034G, Facility Carried by Structure: I 24 NC
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.560, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Find on map >> Show street view
Structure Number: 73B00114R, Location: EBL 3 MI SE OF US45 NTRCH (Lat: 37.024722, Lng: -88.610556), Route carried "under" structure: State highway 6034, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 272 (year 2020), Features Intersected: P&L RR-POOL RD- CR 5034G, Facility Carried by Structure: I-24
Minimum Vertical Clearance: 7.14m (23.43ft), Kilometerpoint: 0.085, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Structure Number: 73B00114R, Location: EBL 3 MI SE OF US45 NTRCH (Lat: 37.024722, Lng: -88.610556), Route carried "under" structure: State highway 6034, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 272 (year 2020), Features Intersected: P&L RR-POOL RD- CR 5034G, Facility Carried by Structure: I-24
Minimum Vertical Clearance: 7.14m (23.43ft), Kilometerpoint: 0.085, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Find on map >> Show street view
Structure Number: 73B00114R, Location: EBL 3 MI SE OF US45 NTRCH (Lat: 37.024722, Lng: -88.610556), Route carried "under" structure: State highway 6035, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 619 (year 2020), Features Intersected: P&L RR-POOL RD- CR 5034G, Facility Carried by Structure: I-24
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.528, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Structure Number: 73B00114R, Location: EBL 3 MI SE OF US45 NTRCH (Lat: 37.024722, Lng: -88.610556), Route carried "under" structure: State highway 6035, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 619 (year 2020), Features Intersected: P&L RR-POOL RD- CR 5034G, Facility Carried by Structure: I-24
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.528, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Find on map >> Show street view
Structure Number: 73B00121N, Location: 1 MI W OF JCT US 45 (Lat: 37.057500, Lng: -88.655000), Route carried "under" structure: Interstate 24, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 39,414 (year 2020), Truck Traffic: 21%, Features Intersected: I-24, Facility Carried by Structure: US 62
Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 10.300, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 73B00121N, Location: 1 MI W OF JCT US 45 (Lat: 37.057500, Lng: -88.655000), Route carried "under" structure: Interstate 24, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 39,414 (year 2020), Truck Traffic: 21%, Features Intersected: I-24, Facility Carried by Structure: US 62
Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 10.300, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Find on map >> Show street view
Structure Number: 73R00600N, Location: .40 MI EAST OF JCT US 62 (Lat: 37.066667, Lng: -88.631667), Route carried "under" structure: US 45, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 15,655 (year 2020), Truck Traffic: 3%, Features Intersected: US-45, Facility Carried by Structure: P&L Railway
Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 15.496, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
Structure Number: 73R00600N, Location: .40 MI EAST OF JCT US 62 (Lat: 37.066667, Lng: -88.631667), Route carried "under" structure: US 45, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 15,655 (year 2020), Truck Traffic: 3%, Features Intersected: US-45, Facility Carried by Structure: P&L Railway
Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 15.496, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
Find on map >> Show street view
Structure Number: 73R00601N, Location: .70 MI WEST OF JCT KY 786 (Lat: 37.029444, Lng: -88.754722), Route carried "under" structure: US 62, Year Built: 1915, Structure Length: 0. m, Average Daily Traffic: 7,513 (year 2019), Truck Traffic: 7%, Features Intersected: US-62, Facility Carried by Structure: C&N Railway
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 9.508, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 73R00601N, Location: .70 MI WEST OF JCT KY 786 (Lat: 37.029444, Lng: -88.754722), Route carried "under" structure: US 62, Year Built: 1915, Structure Length: 0. m, Average Daily Traffic: 7,513 (year 2019), Truck Traffic: 7%, Features Intersected: US-62, Facility Carried by Structure: C&N Railway
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 9.508, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
Find on map >> Show street view
Structure Number: 73R00605N, Location: .45 MI S.W. OF JCT US 60 (Lat: 37.073889, Lng: -88.640833), Route carried "under" structure: State highway 731, Year Built: 1915, Structure Length: 0. m, Average Daily Traffic: 3,311 (year 2020), Truck Traffic: 4%, Features Intersected: KY-731, Facility Carried by Structure: P&L Railway
Minimum Vertical Clearance: 3.89m (12.76ft), Kilometerpoint: 1.164, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 73R00605N, Location: .45 MI S.W. OF JCT US 60 (Lat: 37.073889, Lng: -88.640833), Route carried "under" structure: State highway 731, Year Built: 1915, Structure Length: 0. m, Average Daily Traffic: 3,311 (year 2020), Truck Traffic: 4%, Features Intersected: KY-731, Facility Carried by Structure: P&L Railway
Minimum Vertical Clearance: 3.89m (12.76ft), Kilometerpoint: 1.164, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Find on map >> Show street view
Structure Number: 73R00607N, Location: .20 MI SOU. OF JCT KY 305 (Lat: 37.083056, Lng: -88.733056), Route carried "under" structure: State highway 1565, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 915 (year 2018), Features Intersected: KY-1565, Facility Carried by Structure: P&L Railway
Minimum Vertical Clearance: 4.17m (13.68ft), Kilometerpoint: 8.423, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.9m (25.9ft)
Structure Number: 73R00607N, Location: .20 MI SOU. OF JCT KY 305 (Lat: 37.083056, Lng: -88.733056), Route carried "under" structure: State highway 1565, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 915 (year 2018), Features Intersected: KY-1565, Facility Carried by Structure: P&L Railway
Minimum Vertical Clearance: 4.17m (13.68ft), Kilometerpoint: 8.423, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.9m (25.9ft)
Find on map >> Show street view
Structure Number: 73R00615N, Location: BTWN 30TH & 31ST STREETS (Lat: 37.071111, Lng: -88.636667), Route carried "under" structure: City street 1003, Year Built: 1919, Structure Length: 0. m, Average Daily Traffic: 7,391 (year 2018), Features Intersected: Broadway, Facility Carried by Structure: P&L Railway
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.135, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 6.1m (20.0ft)
Structure Number: 73R00615N, Location: BTWN 30TH & 31ST STREETS (Lat: 37.071111, Lng: -88.636667), Route carried "under" structure: City street 1003, Year Built: 1919, Structure Length: 0. m, Average Daily Traffic: 7,391 (year 2018), Features Intersected: Broadway, Facility Carried by Structure: P&L Railway
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.135, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 6.1m (20.0ft)
Find on map >> Show street view
Structure Number: 73R00616N, Location: 1.4 MI. W.-KY 786 @ MASSC (Lat: 37.008889, Lng: -88.755833), Route carried "under" structure: State highway 1322, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 635 (year 2019), Features Intersected: KY-1322, Facility Carried by Structure: C&N Railway
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 5.312, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.6m (38.1ft)
Structure Number: 73R00616N, Location: 1.4 MI. W.-KY 786 @ MASSC (Lat: 37.008889, Lng: -88.755833), Route carried "under" structure: State highway 1322, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 635 (year 2019), Features Intersected: KY-1322, Facility Carried by Structure: C&N Railway
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 5.312, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.6m (38.1ft)
Find on map >> Show street view
Structure Number: 73R00617N, Location: 31 ST & JEFFERSON (Lat: 37.071944, Lng: -88.637778), Route carried "under" structure: City street 1004, Year Built: 1917, Structure Length: 0. m, Average Daily Traffic: 6,202 (year 2020), Features Intersected: JEFFERSON ST., Facility Carried by Structure: P&L RAILROAD
Kilometerpoint: 4.282, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 8.2m (26.9ft)
Structure Number: 73R00617N, Location: 31 ST & JEFFERSON (Lat: 37.071944, Lng: -88.637778), Route carried "under" structure: City street 1004, Year Built: 1917, Structure Length: 0. m, Average Daily Traffic: 6,202 (year 2020), Features Intersected: JEFFERSON ST., Facility Carried by Structure: P&L RAILROAD
Kilometerpoint: 4.282, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 8.2m (26.9ft)
Find on map >> Show street view
Structure Number: 73R00621N, Location: .39 MI WEST OF KY 305 (Lat: 37.083056, Lng: -88.751389), Route carried "under" structure: State highway 725, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 1,623 (year 2018), Features Intersected: KY 725, Facility Carried by Structure: C/N Railway
Minimum Vertical Clearance: 3.66m (12.01ft), Kilometerpoint: 0.657, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.8m (32.2ft)
Structure Number: 73R00621N, Location: .39 MI WEST OF KY 305 (Lat: 37.083056, Lng: -88.751389), Route carried "under" structure: State highway 725, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 1,623 (year 2018), Features Intersected: KY 725, Facility Carried by Structure: C/N Railway
Minimum Vertical Clearance: 3.66m (12.01ft), Kilometerpoint: 0.657, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.8m (32.2ft)
Find on map >> Show street view
Structure Number: 73R00622N, Location: .62 MI W. JCT KY 1565 (Lat: 37.098889, Lng: -88.750278), Route carried "under" structure: State highway 358, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 3,563 (year 2019), Truck Traffic: 11%, Features Intersected: KY-358, Facility Carried by Structure: C/N RAILROAD
Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 17.655, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 10.4m (34.1ft)
Structure Number: 73R00622N, Location: .62 MI W. JCT KY 1565 (Lat: 37.098889, Lng: -88.750278), Route carried "under" structure: State highway 358, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 3,563 (year 2019), Truck Traffic: 11%, Features Intersected: KY-358, Facility Carried by Structure: C/N RAILROAD
Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 17.655, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 10.4m (34.1ft)