Bridge Statistics for St. Paul, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 180ft / 54.9mTotal length
- $591,000Total costs
- 71,376Total average daily traffic
- 7,722Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for St. Paul
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 91960-1969
- 31970-1979
- 21990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 21990-1999
- 02000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 7.7%Very good
- 61.5%Good
- 15.4%Satisfactory
- 15.4%Fair
- Bridge Condition - Superstructure
- 7.7%Very good
- 69.2%Good
- 15.4%Satisfactory
- 7.7%Imminent failure
- Bridge Condition - Substructure
- 61.5%Good
- 15.4%Satisfactory
- 15.4%Fair
- 7.7%Poor
- Bridge Condition - Channel
- 25.0%Good
- 58.3%Satisfactory
- 16.7%Fair
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Structure Number: 4498, Location: 04.63 E SR 244 (Lat: 39.453250, Lng: -85.629300), Route carried "on" structure: Alternate County highway , Year Built: 1961, Year Reconstructed: 2016, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 3,220 (year 2016), Truck Traffic: 31%, Average Future Daily Traffic: 4,430 (year 2036), Design Load: HS 20, Features Intersected: I-74, Facility Carried by Structure: COUNTY LINE RD
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: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4498, Location: 04.63 E SR 244 (Lat: 39.453250, Lng: -85.629300), Route carried "on" structure: Alternate County highway , Year Built: 1961, Year Reconstructed: 2016, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 3,220 (year 2016), Truck Traffic: 31%, Average Future Daily Traffic: 4,430 (year 2036), Design Load: HS 20, Features Intersected: I-74, Facility Carried by Structure: COUNTY LINE RD
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: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4499, Location: 05.78 E SR 244 (Lat: 39.445031, Lng: -85.610489), Route carried "on" structure: Interstate 74, Year Built: 1961, Year Reconstructed: 1998, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 10,341 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 20,462 (year 2031), Design Load: HS 20+Mod, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.977, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.6 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4499, Location: 05.78 E SR 244 (Lat: 39.445031, Lng: -85.610489), Route carried "on" structure: Interstate 74, Year Built: 1961, Year Reconstructed: 1998, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 10,341 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 20,462 (year 2031), Design Load: HS 20+Mod, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.977, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.6 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 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: 45, Location: 05.78 E SR 244 (Lat: 39.445189, Lng: -85.610211), Route carried "on" structure: Interstate 74, Year Built: 1961, Year Reconstructed: 1998, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 10,341 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 20,462 (year 2031), Design Load: HS 20+Mod, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.977, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.6 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45, Location: 05.78 E SR 244 (Lat: 39.445189, Lng: -85.610211), Route carried "on" structure: Interstate 74, Year Built: 1961, Year Reconstructed: 1998, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 10,341 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 20,462 (year 2031), Design Load: HS 20+Mod, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.977, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.6 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 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: 4501, Location: 06.68 W US 421 (Lat: 39.437631, Lng: -85.593250), Route carried "on" structure: County highway , Year Built: 1961, Year Reconstructed: 2020, Status: Open, Structure Length: 6.47m (21.23ft), Average Daily Traffic: 490 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 590 (year 2040), Design Load: HL 93, Features Intersected: I-74, Facility Carried by Structure: CR 700 N
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: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.4 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: 61.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4501, Location: 06.68 W US 421 (Lat: 39.437631, Lng: -85.593250), Route carried "on" structure: County highway , Year Built: 1961, Year Reconstructed: 2020, Status: Open, Structure Length: 6.47m (21.23ft), Average Daily Traffic: 490 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 590 (year 2040), Design Load: HL 93, Features Intersected: I-74, Facility Carried by Structure: CR 700 N
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: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.4 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: 61.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 1600003, Location: 00.50 N OF CR 550 N (Lat: 39.423911, Lng: -85.592019), Route carried "on" structure: County highway 271, Year Built: 1999, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 1,570 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 2,460 (year 2037), Design Load: HS 20, Features Intersected: FLATROCK RIVER, Facility Carried by Structure: CR 421N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1600003, Location: 00.50 N OF CR 550 N (Lat: 39.423911, Lng: -85.592019), Route carried "on" structure: County highway 271, Year Built: 1999, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 1,570 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 2,460 (year 2037), Design Load: HS 20, Features Intersected: FLATROCK RIVER, Facility Carried by Structure: CR 421N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 1600004, Location: 00.70 NW OF CR 650 W (Lat: 39.443169, Lng: -85.611817), Route carried "on" structure: County highway 271, Year Built: 1993, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 1,140 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,790 (year 2037), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: CR 421N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.1 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1600004, Location: 00.70 NW OF CR 650 W (Lat: 39.443169, Lng: -85.611817), Route carried "on" structure: County highway 271, Year Built: 1993, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 1,140 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,790 (year 2037), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: CR 421N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.1 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1600011, Location: 01.20 SW OF CR 650 W (Lat: 39.430961, Lng: -85.620911), Route carried "on" structure: County highway 222, Year Built: 2006, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 430 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 680 (year 2037), Features Intersected: MILL CREEK, Facility Carried by Structure: CR 650N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1600011, Location: 01.20 SW OF CR 650 W (Lat: 39.430961, Lng: -85.620911), Route carried "on" structure: County highway 222, Year Built: 2006, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 430 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 680 (year 2037), Features Intersected: MILL CREEK, Facility Carried by Structure: CR 650N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1600012, Location: 00.10 N OF CR 200 N (Lat: 39.366869, Lng: -85.616250), Route carried "on" structure: County highway 21, Year Built: 1975, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 390 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 610 (year 2037), Features Intersected: POND BRANCH, Facility Carried by Structure: CR 700W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1600012, Location: 00.10 N OF CR 200 N (Lat: 39.366869, Lng: -85.616250), Route carried "on" structure: County highway 21, Year Built: 1975, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 390 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 610 (year 2037), Features Intersected: POND BRANCH, Facility Carried by Structure: CR 700W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1600018, Location: 00.00 W OF CR 700 W (Lat: 39.364939, Lng: -85.616939), Route carried "on" structure: Alternate County highway 166, Year Built: 2009, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 230 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 360 (year 2037), Design Load: HS 20, Features Intersected: POND BRANCH, Facility Carried by Structure: CR 200N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1600018, Location: 00.00 W OF CR 700 W (Lat: 39.364939, Lng: -85.616939), Route carried "on" structure: Alternate County highway 166, Year Built: 2009, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 230 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 360 (year 2037), Design Load: HS 20, Features Intersected: POND BRANCH, Facility Carried by Structure: CR 200N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 160004, Location: 00.10 W OF CR 225 E (Lat: 39.348800, Lng: -85.447561), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 1,570 (year 2037), Features Intersected: SAND CREEK, Facility Carried by Structure: NE 80
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: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 160004, Location: 00.10 W OF CR 225 E (Lat: 39.348800, Lng: -85.447561), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 1,570 (year 2037), Features Intersected: SAND CREEK, Facility Carried by Structure: NE 80
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: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1600049, Location: 00.50 N OF CR 550 N (Lat: 39.423469, Lng: -85.625150), Route carried "on" structure: City street 21, Year Built: 1966, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 390 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 610 (year 2037), Features Intersected: FLATROCK RIVER, Facility Carried by Structure: CR 700W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.7m (74.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1600049, Location: 00.50 N OF CR 550 N (Lat: 39.423469, Lng: -85.625150), Route carried "on" structure: City street 21, Year Built: 1966, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 390 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 610 (year 2037), Features Intersected: FLATROCK RIVER, Facility Carried by Structure: CR 700W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.7m (74.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1600157, Location: 00.00 E OF CR 700 W (Lat: 39.368050, Lng: -85.615539), Route carried "on" structure: Alternate County highway 66, Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 320 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2037), Features Intersected: POND BRANCH, Facility Carried by Structure: CR 240NW
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $211,000, Total Project Cost: $591,000 ( Estimate for 2021)
Structure Number: 1600157, Location: 00.00 E OF CR 700 W (Lat: 39.368050, Lng: -85.615539), Route carried "on" structure: Alternate County highway 66, Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 320 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2037), Features Intersected: POND BRANCH, Facility Carried by Structure: CR 240NW
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $211,000, Total Project Cost: $591,000 ( Estimate for 2021)
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Structure Number: 7000182, Location: 00.30 E OF CR 875 W (Lat: 39.460781, Lng: -85.600900), Route carried "on" structure: County highway 4, Year Built: 1910, Year Reconstructed: 1970, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2039), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: CR 1050S
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: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7000182, Location: 00.30 E OF CR 875 W (Lat: 39.460781, Lng: -85.600900), Route carried "on" structure: County highway 4, Year Built: 1910, Year Reconstructed: 1970, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2039), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: CR 1050S
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: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7300135, Location: 01.10 N OF CR 850 S (Lat: 39.419061, Lng: -85.633200), Route carried "on" structure: County highway , Year Built: 1915, Status: Closed, Structure Length: 5.17m (16.96ft), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2039), Features Intersected: FLATROCK RIVER, Facility Carried by Structure: MOUND ROAD
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Imminent failure, Substructure: Poor, Channel: Satisfactory, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 7300135, Location: 01.10 N OF CR 850 S (Lat: 39.419061, Lng: -85.633200), Route carried "on" structure: County highway , Year Built: 1915, Status: Closed, Structure Length: 5.17m (16.96ft), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2039), Features Intersected: FLATROCK RIVER, Facility Carried by Structure: MOUND ROAD
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Imminent failure, Substructure: Poor, Channel: Satisfactory, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 4498, Location: 04.63 E SR 244 (Lat: 39.453250, Lng: -85.629342), Route carried "under" structure: Interstate 74, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 10,341 (year 2004), Truck Traffic: 10%, Features Intersected: I-74 EB, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.37m (17.62ft), Kilometerpoint: 198.126, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft)
Structure Number: 4498, Location: 04.63 E SR 244 (Lat: 39.453250, Lng: -85.629342), Route carried "under" structure: Interstate 74, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 10,341 (year 2004), Truck Traffic: 10%, Features Intersected: I-74 EB, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.37m (17.62ft), Kilometerpoint: 198.126, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft)
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Structure Number: 4498, Location: 04.63 E SR 244 (Lat: 39.453250, Lng: -85.629342), Route carried "under" structure: Interstate 74, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 10,341 (year 2004), Truck Traffic: 10%, Features Intersected: I-74 WB, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.37m (17.62ft), Kilometerpoint: 198.126, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft)
Structure Number: 4498, Location: 04.63 E SR 244 (Lat: 39.453250, Lng: -85.629342), Route carried "under" structure: Interstate 74, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 10,341 (year 2004), Truck Traffic: 10%, Features Intersected: I-74 WB, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.37m (17.62ft), Kilometerpoint: 198.126, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft)
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Structure Number: 4501, Location: 06.68 W US 421 (Lat: 39.437631, Lng: -85.593247), Route carried "under" structure: Interstate 74, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 10,341 (year 2004), Truck Traffic: 10%, Features Intersected: I-74 EB, Facility Carried by Structure: CR 700 NORTH
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 201.667, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 4501, Location: 06.68 W US 421 (Lat: 39.437631, Lng: -85.593247), Route carried "under" structure: Interstate 74, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 10,341 (year 2004), Truck Traffic: 10%, Features Intersected: I-74 EB, Facility Carried by Structure: CR 700 NORTH
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 201.667, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 4501, Location: 06.68 W US 421 (Lat: 39.437631, Lng: -85.593247), Route carried "under" structure: Interstate 74, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 10,341 (year 2004), Truck Traffic: 10%, Features Intersected: I-74 WB, Facility Carried by Structure: CR 700 NORTH
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 201.667, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 4501, Location: 06.68 W US 421 (Lat: 39.437631, Lng: -85.593247), Route carried "under" structure: Interstate 74, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 10,341 (year 2004), Truck Traffic: 10%, Features Intersected: I-74 WB, Facility Carried by Structure: CR 700 NORTH
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 201.667, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)