Bridge Statistics for Cynthiana, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 35Number of bridges
- 289ft / 87.6mTotal length
- $486,000Total costs
- 92,746Total average daily traffic
- 14,118Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Cynthiana
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 21930-1939
- 11950-1959
- 131960-1969
- 31980-1989
- 71990-1999
- 52000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 51970-1979
- 11980-1989
- 51990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 12.9%Very good
- 19.4%Good
- 54.8%Satisfactory
- 12.9%Fair
- Bridge Condition - Superstructure
- 6.5%Very good
- 48.4%Good
- 45.2%Satisfactory
- Bridge Condition - Substructure
- 9.7%Very good
- 51.6%Good
- 29.0%Satisfactory
- 9.7%Fair
- Bridge Condition - Channel
- 3.7%Very good
- 33.3%Good
- 48.1%Satisfactory
- 14.8%Fair
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Structure Number: 2318, Location: 02.61 S SR 68 (Lat: 38.161850, Lng: -87.684419), Route carried "on" structure: State highway 65, Year Built: 1966, Year Reconstructed: 1983, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 3,925 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 6,515 (year 2032), Design Load: HS 20, Features Intersected: I-64 EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.622, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 2318, Location: 02.61 S SR 68 (Lat: 38.161850, Lng: -87.684419), Route carried "on" structure: State highway 65, Year Built: 1966, Year Reconstructed: 1983, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 3,925 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 6,515 (year 2032), Design Load: HS 20, Features Intersected: I-64 EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.622, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 2319, Location: 00.99 S SR 68 (Lat: 38.173450, Lng: -87.709000), Route carried "on" structure: State highway 65, Year Built: 1993, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 2,038 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 3,383 (year 2032), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2319, Location: 00.99 S SR 68 (Lat: 38.173450, Lng: -87.709000), Route carried "on" structure: State highway 65, Year Built: 1993, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 2,038 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 3,383 (year 2032), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2436, Location: 00.76 E SR 65 (Lat: 38.197531, Lng: -87.683189), Route carried "on" structure: State highway 68, Year Built: 2002, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 916 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 1,521 (year 2032), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2436, Location: 00.76 E SR 65 (Lat: 38.197531, Lng: -87.683189), Route carried "on" structure: State highway 68, Year Built: 2002, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 916 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 1,521 (year 2032), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3339, Location: 01.70 W SR 65 (Lat: 38.164450, Lng: -87.715381), Route carried "on" structure: Interstate 64, Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 11,680 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 17,530 (year 2034), Design Load: HS 20+Mod, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.701, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3339, Location: 01.70 W SR 65 (Lat: 38.164450, Lng: -87.715381), Route carried "on" structure: Interstate 64, Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 11,680 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 17,530 (year 2034), Design Load: HS 20+Mod, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.701, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 334, Location: 01.70 W SR 65 (Lat: 38.165031, Lng: -87.715400), Route carried "on" structure: Interstate 64, Year Built: 1966, Year Reconstructed: 2015, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 11,680 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 17,530 (year 2034), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.701, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 334, Location: 01.70 W SR 65 (Lat: 38.165031, Lng: -87.715400), Route carried "on" structure: Interstate 64, Year Built: 1966, Year Reconstructed: 2015, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 11,680 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 17,530 (year 2034), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.701, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3341, Location: 01.26 W SR 65 (Lat: 38.164161, Lng: -87.707189), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 210 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 920 (year 2034), Design Load: HS 20, Features Intersected: I-64, Facility Carried by Structure: ST WENDELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 18.8m (61.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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
Structure Number: 3341, Location: 01.26 W SR 65 (Lat: 38.164161, Lng: -87.707189), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 210 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 920 (year 2034), Design Load: HS 20, Features Intersected: I-64, Facility Carried by Structure: ST WENDELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 18.8m (61.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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
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Structure Number: 3342, Location: 00.82 E SR 65 (Lat: 38.165139, Lng: -87.669889), Route carried "on" structure: Interstate 64, Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 4.74m (15.55ft), Average Daily Traffic: 11,600 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 17,530 (year 2034), Design Load: HS 20+Mod, Features Intersected: ABANDONED N&S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.757, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 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: Better than present minimum criteria, Deck Geometry: 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: Latex Concrete
Structure Number: 3342, Location: 00.82 E SR 65 (Lat: 38.165139, Lng: -87.669889), Route carried "on" structure: Interstate 64, Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 4.74m (15.55ft), Average Daily Traffic: 11,600 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 17,530 (year 2034), Design Load: HS 20+Mod, Features Intersected: ABANDONED N&S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.757, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 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: Better than present minimum criteria, Deck Geometry: 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: Latex Concrete
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Structure Number: 3343, Location: 00.82 E SR 65 (Lat: 38.165311, Lng: -87.670089), Route carried "on" structure: Interstate 64, Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 11,600 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 17,530 (year 2034), Design Load: HS 20+Mod, Features Intersected: PARTLY ABANDONED N&S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.757, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 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: Better than present minimum criteria, Deck Geometry: 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: Latex Concrete
Structure Number: 3343, Location: 00.82 E SR 65 (Lat: 38.165311, Lng: -87.670089), Route carried "on" structure: Interstate 64, Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 11,600 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 17,530 (year 2034), Design Load: HS 20+Mod, Features Intersected: PARTLY ABANDONED N&S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.757, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 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: Better than present minimum criteria, Deck Geometry: 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: Latex Concrete
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Structure Number: 3344, Location: 01.26 E SR 65 (Lat: 38.166861, Lng: -87.662061), Route carried "on" structure: Interstate 64, Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 5,837 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 10,571 (year 2034), Design Load: HS 20+Mod, Features Intersected: LOWER BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.465, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.8 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: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal 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: 3344, Location: 01.26 E SR 65 (Lat: 38.166861, Lng: -87.662061), Route carried "on" structure: Interstate 64, Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 5,837 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 10,571 (year 2034), Design Load: HS 20+Mod, Features Intersected: LOWER BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.465, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.8 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: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal 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
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Structure Number: 3345, Location: 01.26 E SR 65 (Lat: 38.167261, Lng: -87.662450), Route carried "on" structure: Interstate 64, Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 5,837 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 10,571 (year 2034), Design Load: HS 20+Mod, Features Intersected: LOWER BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.465, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.4 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: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal 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: 3345, Location: 01.26 E SR 65 (Lat: 38.167261, Lng: -87.662450), Route carried "on" structure: Interstate 64, Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 5,837 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 10,571 (year 2034), Design Load: HS 20+Mod, Features Intersected: LOWER BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.465, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.4 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: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal 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
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Structure Number: 2600024, Location: 01.20 W OF CR 850 W (Lat: 38.208819, Lng: -87.748444), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 225 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 275 (year 2032), Features Intersected: TRIBUTARY OF BLACK RIVER, Facility Carried by Structure: CEDAR GROVE RD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2600024, Location: 01.20 W OF CR 850 W (Lat: 38.208819, Lng: -87.748444), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 225 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 275 (year 2032), Features Intersected: TRIBUTARY OF BLACK RIVER, Facility Carried by Structure: CEDAR GROVE RD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2600143, Location: 00.90 W OF SR 65 (Lat: 38.208511, Lng: -87.713989), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 225 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 275 (year 2032), Features Intersected: BLACK RIVER, Facility Carried by Structure: CR 1000 S
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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2600143, Location: 00.90 W OF SR 65 (Lat: 38.208511, Lng: -87.713989), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 225 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 275 (year 2032), Features Intersected: BLACK RIVER, Facility Carried by Structure: CR 1000 S
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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2600237, Location: 00.50 W OF CR 325 W (Lat: 38.182481, Lng: -87.640914), Route carried "on" structure: County highway , Year Built: 1920, Year Reconstructed: 1983, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 125 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 160 (year 2032), Features Intersected: MEUSES CREEK, Facility Carried by Structure: CR 1200 S
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2600237, Location: 00.50 W OF CR 325 W (Lat: 38.182481, Lng: -87.640914), Route carried "on" structure: County highway , Year Built: 1920, Year Reconstructed: 1983, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 125 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 160 (year 2032), Features Intersected: MEUSES CREEK, Facility Carried by Structure: CR 1200 S
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2600238, Location: 00.90 W OF CR 325 W (Lat: 38.182639, Lng: -87.647300), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 1983, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 125 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 155 (year 2032), Features Intersected: JORDAN CREEK, Facility Carried by Structure: CR 1200 S
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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2600238, Location: 00.90 W OF CR 325 W (Lat: 38.182639, Lng: -87.647300), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 1983, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 125 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 155 (year 2032), Features Intersected: JORDAN CREEK, Facility Carried by Structure: CR 1200 S
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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2600239, Location: 00.40 S OF CR 1200 S (Lat: 38.177381, Lng: -87.652253), Route carried "on" structure: County highway 93, Year Built: 2006, Status: Open, Structure Length: 4.09m (13.42ft), Average Daily Traffic: 30 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2032), Design Load: HS 20, Features Intersected: JORDAN CREEK, Facility Carried by Structure: CR 450 W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2600239, Location: 00.40 S OF CR 1200 S (Lat: 38.177381, Lng: -87.652253), Route carried "on" structure: County highway 93, Year Built: 2006, Status: Open, Structure Length: 4.09m (13.42ft), Average Daily Traffic: 30 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2032), Design Load: HS 20, Features Intersected: JORDAN CREEK, Facility Carried by Structure: CR 450 W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 260024, Location: 00.80 S OF CR 1200 S (Lat: 38.170981, Lng: -87.666189), Route carried "on" structure: County highway 122, Year Built: 1928, Year Reconstructed: 1992, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 125 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 160 (year 2032), Features Intersected: BIG CREEK, Facility Carried by Structure: CR 525 W
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.7m (38.4ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 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 minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 260024, Location: 00.80 S OF CR 1200 S (Lat: 38.170981, Lng: -87.666189), Route carried "on" structure: County highway 122, Year Built: 1928, Year Reconstructed: 1992, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 125 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 160 (year 2032), Features Intersected: BIG CREEK, Facility Carried by Structure: CR 525 W
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.7m (38.4ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 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 minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2600244, Location: 00.10 N OF SR 68 (Lat: 38.198969, Lng: -87.670481), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 220 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 270 (year 2032), Features Intersected: BRANCH OF NEWMAN LATERAL, Facility Carried by Structure: CR 550 W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2600244, Location: 00.10 N OF SR 68 (Lat: 38.198969, Lng: -87.670481), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 220 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 270 (year 2032), Features Intersected: BRANCH OF NEWMAN LATERAL, Facility Carried by Structure: CR 550 W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2600284, Location: 00.90 E OF CR 550 W (Lat: 38.208589, Lng: -87.653953), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 145 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 200 (year 2032), Features Intersected: BRANCH OF NEWMAN LATERAL, Facility Carried by Structure: CR 1000 S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $184,000, Total Project Cost: $486,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2600284, Location: 00.90 E OF CR 550 W (Lat: 38.208589, Lng: -87.653953), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 145 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 200 (year 2032), Features Intersected: BRANCH OF NEWMAN LATERAL, Facility Carried by Structure: CR 1000 S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $184,000, Total Project Cost: $486,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2600309, Location: 00.30 N OF CR 950 S (Lat: 38.218081, Lng: -87.725242), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 140 (year 2032), Features Intersected: DITCH OF BLACK RIVER, Facility Carried by Structure: CR 850 W
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), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2600309, Location: 00.30 N OF CR 950 S (Lat: 38.218081, Lng: -87.725242), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 140 (year 2032), Features Intersected: DITCH OF BLACK RIVER, Facility Carried by Structure: CR 850 W
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), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2600314, Location: 00.10 W OF CR 550 W (Lat: 38.208500, Lng: -87.670586), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 125 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 140 (year 2032), Features Intersected: BRANCH OF NEWMAN LATERAL, Facility Carried by Structure: CR 1000 S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2600314, Location: 00.10 W OF CR 550 W (Lat: 38.208500, Lng: -87.670586), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 125 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 140 (year 2032), Features Intersected: BRANCH OF NEWMAN LATERAL, Facility Carried by Structure: CR 1000 S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2600339, Location: 00.40 E OF SR 65 (Lat: 38.208331, Lng: -87.689117), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2032), Features Intersected: NEWMAN LATERAL, Facility Carried by Structure: CR 1000 S
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2600339, Location: 00.40 E OF SR 65 (Lat: 38.208331, Lng: -87.689117), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2032), Features Intersected: NEWMAN LATERAL, Facility Carried by Structure: CR 1000 S
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2600341, Location: 00.70 W OF CR 525 W (Lat: 38.190261, Lng: -87.679833), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 60 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 88 (year 2032), Features Intersected: NEWMAN LATERAL, Facility Carried by Structure: CR 1150 S
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2600341, Location: 00.70 W OF CR 525 W (Lat: 38.190261, Lng: -87.679833), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 60 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 88 (year 2032), Features Intersected: NEWMAN LATERAL, Facility Carried by Structure: CR 1150 S
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6500259, Location: 00.88 MI N OF SR 65 (Lat: 38.183300, Lng: -87.697569), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 322 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 454 (year 2036), Design Load: HS 25 or greater, Features Intersected: Big Creek, Facility Carried by Structure: Showers Rd
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: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6500259, Location: 00.88 MI N OF SR 65 (Lat: 38.183300, Lng: -87.697569), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 322 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 454 (year 2036), Design Load: HS 25 or greater, Features Intersected: Big Creek, Facility Carried by Structure: Showers Rd
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: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6500263, Location: 00.45 MI W of ST WENDEL R (Lat: 38.161419, Lng: -87.715281), Route carried "on" structure: County highway , Year Built: 1997, Year Reconstructed: 2015, Status: Open, Structure Length: 3.28m (10.76ft), Average Daily Traffic: 156 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 223 (year 2039), Design Load: HS 20, Features Intersected: Big Creek, Facility Carried by Structure: Water Tank Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6500263, Location: 00.45 MI W of ST WENDEL R (Lat: 38.161419, Lng: -87.715281), Route carried "on" structure: County highway , Year Built: 1997, Year Reconstructed: 2015, Status: Open, Structure Length: 3.28m (10.76ft), Average Daily Traffic: 156 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 223 (year 2039), Design Load: HS 20, Features Intersected: Big Creek, Facility Carried by Structure: Water Tank Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6500264, Location: 00.18 MI E OF CORBETT RD (Lat: 38.143300, Lng: -87.722361), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 3.83m (12.57ft), Average Daily Traffic: 134 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 188 (year 2039), Design Load: HS 25 or greater, Features Intersected: Big Creek, Facility Carried by Structure: Frank Emge Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6500264, Location: 00.18 MI E OF CORBETT RD (Lat: 38.143300, Lng: -87.722361), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 3.83m (12.57ft), Average Daily Traffic: 134 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 188 (year 2039), Design Load: HS 25 or greater, Features Intersected: Big Creek, Facility Carried by Structure: Frank Emge Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6500265, Location: 00.37 MI N OF CR 750N (Lat: 38.148450, Lng: -87.702511), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 322 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 454 (year 2039), Design Load: HS 20, Features Intersected: Barr Creek, Facility Carried by Structure: St Wendel Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6500265, Location: 00.37 MI N OF CR 750N (Lat: 38.148450, Lng: -87.702511), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 322 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 454 (year 2039), Design Load: HS 20, Features Intersected: Barr Creek, Facility Carried by Structure: St Wendel Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6500266, Location: 00.50 MI E of St Wendel R (Lat: 38.142981, Lng: -87.693281), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 2.91m (9.55ft), Average Daily Traffic: 134 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 188 (year 2039), Design Load: HS 20, Features Intersected: Barr Creek, Facility Carried by Structure: Frank Emge Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6500266, Location: 00.50 MI E of St Wendel R (Lat: 38.142981, Lng: -87.693281), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 2.91m (9.55ft), Average Daily Traffic: 134 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 188 (year 2039), Design Load: HS 20, Features Intersected: Barr Creek, Facility Carried by Structure: Frank Emge Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6500267, Location: 00.27 MI S OF FRANK EMGE (Lat: 38.139069, Lng: -87.688711), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 221 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 309 (year 2036), Design Load: HS 25 or greater, Features Intersected: Barr Creek, Facility Carried by Structure: County Line Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), 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: 17.3m (56.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 6500267, Location: 00.27 MI S OF FRANK EMGE (Lat: 38.139069, Lng: -87.688711), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 221 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 309 (year 2036), Design Load: HS 25 or greater, Features Intersected: Barr Creek, Facility Carried by Structure: County Line Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), 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: 17.3m (56.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 6500271, Location: 00.35 MI N of Mulkey Rd (Lat: 38.195800, Lng: -87.725389), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 155 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 223 (year 2039), Design Load: HS 20, Features Intersected: Branch of Black River, Facility Carried by Structure: Keuhn Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 6500271, Location: 00.35 MI N of Mulkey Rd (Lat: 38.195800, Lng: -87.725389), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 155 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 223 (year 2039), Design Load: HS 20, Features Intersected: Branch of Black River, Facility Carried by Structure: Keuhn Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 6500272, Location: 00.12 MI N of MULKEY Rd (Lat: 38.192750, Lng: -87.743939), Route carried "on" structure: County highway 291, Year Built: 1999, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 134 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 188 (year 2036), Design Load: HS 25 or greater, Features Intersected: Black River, Facility Carried by Structure: Country Cross Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.3m (63.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 6500272, Location: 00.12 MI N of MULKEY Rd (Lat: 38.192750, Lng: -87.743939), Route carried "on" structure: County highway 291, Year Built: 1999, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 134 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 188 (year 2036), Design Load: HS 25 or greater, Features Intersected: Black River, Facility Carried by Structure: Country Cross Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.3m (63.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 6500273, Location: 00.07 MI N of Mulkey Rd (Lat: 38.191961, Lng: -87.743931), Route carried "on" structure: County highway 291, Year Built: 1999, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 134 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 188 (year 2039), Features Intersected: Branch of Black River, Facility Carried by Structure: Country Cross Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.2m (56.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6500273, Location: 00.07 MI N of Mulkey Rd (Lat: 38.191961, Lng: -87.743931), Route carried "on" structure: County highway 291, Year Built: 1999, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 134 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 188 (year 2039), Features Intersected: Branch of Black River, Facility Carried by Structure: Country Cross Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.2m (56.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2318, Location: 02.61 S SR 68 (Lat: 38.161850, Lng: -87.684425), Route carried "under" structure: Interstate 64, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 5,838 (year 2004), Truck Traffic: 10%, Features Intersected: I-64 EBL, Facility Carried by Structure: SR 65
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 28.437, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
Structure Number: 2318, Location: 02.61 S SR 68 (Lat: 38.161850, Lng: -87.684425), Route carried "under" structure: Interstate 64, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 5,838 (year 2004), Truck Traffic: 10%, Features Intersected: I-64 EBL, Facility Carried by Structure: SR 65
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 28.437, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
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Structure Number: 2318, Location: 02.61 S SR 68 (Lat: 38.161850, Lng: -87.684425), Route carried "under" structure: Interstate 64, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 5,838 (year 2004), Truck Traffic: 10%, Features Intersected: I-64 WBL, Facility Carried by Structure: SR 65
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 28.437, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
Structure Number: 2318, Location: 02.61 S SR 68 (Lat: 38.161850, Lng: -87.684425), Route carried "under" structure: Interstate 64, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 5,838 (year 2004), Truck Traffic: 10%, Features Intersected: I-64 WBL, Facility Carried by Structure: SR 65
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 28.437, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
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Structure Number: 3341, Location: 01.26 W SR 65 (Lat: 38.164161, Lng: -87.707200), Route carried "under" structure: Interstate 64, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 6,215 (year 2014), Truck Traffic: 51%, Features Intersected: I-64 EB, Facility Carried by Structure: ST WENDELL ROAD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 26.409, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
Structure Number: 3341, Location: 01.26 W SR 65 (Lat: 38.164161, Lng: -87.707200), Route carried "under" structure: Interstate 64, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 6,215 (year 2014), Truck Traffic: 51%, Features Intersected: I-64 EB, Facility Carried by Structure: ST WENDELL ROAD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 26.409, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
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Structure Number: 3341, Location: 01.26 W SR 65 (Lat: 38.164161, Lng: -87.707200), Route carried "under" structure: Interstate 64, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 6,215 (year 2014), Truck Traffic: 51%, Features Intersected: I-64 WB, Facility Carried by Structure: ST WENDELL ROAD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 26.409, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)
Structure Number: 3341, Location: 01.26 W SR 65 (Lat: 38.164161, Lng: -87.707200), Route carried "under" structure: Interstate 64, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 6,215 (year 2014), Truck Traffic: 51%, Features Intersected: I-64 WB, Facility Carried by Structure: ST WENDELL ROAD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 26.409, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft)