Bridge Statistics for Hartsville, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 217ft / 66.4mTotal length
- $4,358,000Total costs
- 17,348Total average daily traffic
- 1,282Total average daily truck traffic
- 26,863Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Hartsville
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 31910-1919
- 51920-1929
- 11930-1939
- 11960-1969
- 21970-1979
- 31980-1989
- 31990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- 21990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 60.0%Good
- 40.0%Satisfactory
- Bridge Condition - Superstructure
- 11.1%Very good
- 27.8%Good
- 22.2%Satisfactory
- 22.2%Fair
- 11.1%Poor
- 5.6%Serious
- Bridge Condition - Substructure
- 5.6%Very good
- 27.8%Good
- 27.8%Satisfactory
- 27.8%Fair
- 5.6%Poor
- 5.6%Serious
- Bridge Condition - Channel
- 5.0%Very good
- 25.0%Good
- 55.0%Satisfactory
- 15.0%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 1737, Location: 03.96 E SR 9 (Lat: 39.252081, Lng: -85.713203), Route carried "on" structure: State highway 46, Year Built: 1929, Year Reconstructed: 2004, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 4,690 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 6,543 (year 2031), Design Load: H 20, Features Intersected: FALL FORK CLIFTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.360, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 46.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 1737, Location: 03.96 E SR 9 (Lat: 39.252081, Lng: -85.713203), Route carried "on" structure: State highway 46, Year Built: 1929, Year Reconstructed: 2004, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 4,690 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 6,543 (year 2031), Design Load: H 20, Features Intersected: FALL FORK CLIFTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.360, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 46.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 1738, Location: 06.26 W SR 3 (Lat: 39.271981, Lng: -85.673919), Route carried "on" structure: State highway 46, Year Built: 1997, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 4,608 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 6,450 (year 2033), Design Load: HS 20, Features Intersected: M FORK CLIFTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 50.5 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1738, Location: 06.26 W SR 3 (Lat: 39.271981, Lng: -85.673919), Route carried "on" structure: State highway 46, Year Built: 1997, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 4,608 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 6,450 (year 2033), Design Load: HS 20, Features Intersected: M FORK CLIFTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 50.5 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 300007, Location: 00.02 S OF CR 200 N (Lat: 39.232761, Lng: -85.686997), Route carried "on" structure: Alternate County highway 53, Year Built: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 380 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 660 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF FALL CREEK, Facility Carried by Structure: CR 1200E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 300007, Location: 00.02 S OF CR 200 N (Lat: 39.232761, Lng: -85.686997), Route carried "on" structure: Alternate County highway 53, Year Built: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 380 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 660 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF FALL CREEK, Facility Carried by Structure: CR 1200E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 300008, Location: 00.49 N OF CR 200 N (Lat: 39.240039, Lng: -85.686942), Route carried "on" structure: Alternate County highway 53, Year Built: 2003, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 620 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,080 (year 2038), Design Load: HS 20, Features Intersected: FALL FORK CLIFTY CREEK, Facility Carried by Structure: CR 1200E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 300008, Location: 00.49 N OF CR 200 N (Lat: 39.240039, Lng: -85.686942), Route carried "on" structure: Alternate County highway 53, Year Built: 2003, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 620 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,080 (year 2038), Design Load: HS 20, Features Intersected: FALL FORK CLIFTY CREEK, Facility Carried by Structure: CR 1200E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 300009, Location: 00.01 S OF CR 300 N (Lat: 39.248131, Lng: -85.686836), Route carried "on" structure: Alternate County highway 53, Year Built: 1988, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 620 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,080 (year 2038), Design Load: HS 20, Features Intersected: MIDDLE FORK CLIFTY CREEK, Facility Carried by Structure: CR 1200E
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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 300009, Location: 00.01 S OF CR 300 N (Lat: 39.248131, Lng: -85.686836), Route carried "on" structure: Alternate County highway 53, Year Built: 1988, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 620 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,080 (year 2038), Design Load: HS 20, Features Intersected: MIDDLE FORK CLIFTY CREEK, Facility Carried by Structure: CR 1200E
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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30002, Location: 00.25 E OF CR 1000 E (Lat: 39.210750, Lng: -85.720131), Route carried "on" structure: Alternate County highway 38, Year Built: 1935, Year Reconstructed: 1988, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 740 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,290 (year 2038), Features Intersected: LITTLE SAND CREEK, Facility Carried by Structure: CR 50N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30002, Location: 00.25 E OF CR 1000 E (Lat: 39.210750, Lng: -85.720131), Route carried "on" structure: Alternate County highway 38, Year Built: 1935, Year Reconstructed: 1988, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 740 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,290 (year 2038), Features Intersected: LITTLE SAND CREEK, Facility Carried by Structure: CR 50N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 300034, Location: 00.38 E OF CR 1100 E (Lat: 39.232719, Lng: -85.698714), Route carried "on" structure: County highway 44, Year Built: 1979, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 910 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,580 (year 2038), Design Load: HS 20, Features Intersected: FALL FORK CLIFTY CREEK, Facility Carried by Structure: CR 200N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 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: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $58,000, Total Project Cost: $58,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 300034, Location: 00.38 E OF CR 1100 E (Lat: 39.232719, Lng: -85.698714), Route carried "on" structure: County highway 44, Year Built: 1979, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 910 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,580 (year 2038), Design Load: HS 20, Features Intersected: FALL FORK CLIFTY CREEK, Facility Carried by Structure: CR 200N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 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: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $58,000, Total Project Cost: $58,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 300035, Location: 00.33 W OF CR 1200 E (Lat: 39.232889, Lng: -85.693078), Route carried "on" structure: County highway 44, Year Built: 1965, Year Reconstructed: 1982, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 910 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,580 (year 2038), Design Load: HS 20, Features Intersected: FALL FORK CLIFTY CREEK, Facility Carried by Structure: CR 200N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Inventory Rating: 98.1 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 300035, Location: 00.33 W OF CR 1200 E (Lat: 39.232889, Lng: -85.693078), Route carried "on" structure: County highway 44, Year Built: 1965, Year Reconstructed: 1982, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 910 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,580 (year 2038), Design Load: HS 20, Features Intersected: FALL FORK CLIFTY CREEK, Facility Carried by Structure: CR 200N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Inventory Rating: 98.1 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 300037, Location: 00.03 NE OF CR 1000 E (Lat: 39.246381, Lng: -85.707236), Route carried "on" structure: Alternate County highway 194, Year Built: 1920, Status: Posted for load, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 280 (year 2038), Features Intersected: FALL Fork CLIFTY Creek, Facility Carried by Structure: CR 300N
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 5.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $20,000, Total Project Cost: $370,000, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 300037, Location: 00.03 NE OF CR 1000 E (Lat: 39.246381, Lng: -85.707236), Route carried "on" structure: Alternate County highway 194, Year Built: 1920, Status: Posted for load, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 280 (year 2038), Features Intersected: FALL Fork CLIFTY Creek, Facility Carried by Structure: CR 300N
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 5.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $20,000, Total Project Cost: $370,000, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 300042, Location: 00.20 NW OF SR 46 (Lat: 39.263731, Lng: -85.704839), Route carried "on" structure: Alternate City street 50, Year Built: 1911, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 110 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 190 (year 2038), Features Intersected: CLIFTY CREEK, Facility Carried by Structure: CR 410N
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 300042, Location: 00.20 NW OF SR 46 (Lat: 39.263731, Lng: -85.704839), Route carried "on" structure: Alternate City street 50, Year Built: 1911, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 110 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 190 (year 2038), Features Intersected: CLIFTY CREEK, Facility Carried by Structure: CR 410N
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 300043, Location: 00.92 S OF CR 700 N (Lat: 39.292119, Lng: -85.695672), Route carried "on" structure: Alternate County highway 261, Year Built: 1910, Status: Posted for load, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 140 (year 2038), Design Load: HS 20, Features Intersected: CLIFTY CREEK, Facility Carried by Structure: CR 1150E
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.5m (126.3ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 300043, Location: 00.92 S OF CR 700 N (Lat: 39.292119, Lng: -85.695672), Route carried "on" structure: Alternate County highway 261, Year Built: 1910, Status: Posted for load, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 140 (year 2038), Design Load: HS 20, Features Intersected: CLIFTY CREEK, Facility Carried by Structure: CR 1150E
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.5m (126.3ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 300047, Location: 00.74 W OF CR 1200 E (Lat: 39.320150, Lng: -85.699181), Route carried "on" structure: Alternate County highway 68, Year Built: 1987, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 670 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,170 (year 2038), Features Intersected: DUCK CREEK, Facility Carried by Structure: CR 800N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.7 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: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 300047, Location: 00.74 W OF CR 1200 E (Lat: 39.320150, Lng: -85.699181), Route carried "on" structure: Alternate County highway 68, Year Built: 1987, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 670 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,170 (year 2038), Features Intersected: DUCK CREEK, Facility Carried by Structure: CR 800N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.7 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: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 300056, Location: 00.30 N OF SR 46 (Lat: 39.247589, Lng: -85.724342), Route carried "on" structure: Alternate County highway 253, Year Built: 1980, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 480 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 840 (year 2038), Design Load: HS 20, Features Intersected: CLIFTY CREEK, Facility Carried by Structure: CR 1000E
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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 300056, Location: 00.30 N OF SR 46 (Lat: 39.247589, Lng: -85.724342), Route carried "on" structure: Alternate County highway 253, Year Built: 1980, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 480 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 840 (year 2038), Design Load: HS 20, Features Intersected: CLIFTY CREEK, Facility Carried by Structure: CR 1000E
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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 300057, Location: 00.74 E OF CR 1050 E (Lat: 39.274589, Lng: -85.701958), Route carried "on" structure: County highway 54, Year Built: 1994, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 1,550 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,700 (year 2038), Design Load: HS 20, Features Intersected: CLIFTY CREEK, Facility Carried by Structure: CR 490N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 300057, Location: 00.74 E OF CR 1050 E (Lat: 39.274589, Lng: -85.701958), Route carried "on" structure: County highway 54, Year Built: 1994, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 1,550 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,700 (year 2038), Design Load: HS 20, Features Intersected: CLIFTY CREEK, Facility Carried by Structure: CR 490N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1600101, Location: 00.00 W OF CR 1050 W (Lat: 39.319900, Lng: -85.674831), Route carried "on" structure: Alternate County highway 52, Year Built: 1890, Year Reconstructed: 2015, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 140 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 220 (year 2037), Design Load: HL 93, Features Intersected: CLIFTY CREEK, Facility Carried by Structure: CR 100S
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: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $563,000, Roadway Improvement Cost: $344,000, Total Project Cost: $1,247,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1600101, Location: 00.00 W OF CR 1050 W (Lat: 39.319900, Lng: -85.674831), Route carried "on" structure: Alternate County highway 52, Year Built: 1890, Year Reconstructed: 2015, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 140 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 220 (year 2037), Design Load: HL 93, Features Intersected: CLIFTY CREEK, Facility Carried by Structure: CR 100S
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: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $563,000, Roadway Improvement Cost: $344,000, Total Project Cost: $1,247,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1600105, Location: 00.80 S OF SR 46 (Lat: 39.274139, Lng: -85.640992), Route carried "on" structure: Alternate County highway 15, Year Built: 1920, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 140 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 220 (year 2037), Features Intersected: FALL FORK CLIFTY CREEK, Facility Carried by Structure: CR 850W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 1600105, Location: 00.80 S OF SR 46 (Lat: 39.274139, Lng: -85.640992), Route carried "on" structure: Alternate County highway 15, Year Built: 1920, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 140 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 220 (year 2037), Features Intersected: FALL FORK CLIFTY CREEK, Facility Carried by Structure: CR 850W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 1600106, Location: 00.50 NW OF CR 480 S (Lat: 39.270900, Lng: -85.641039), Route carried "on" structure: Alternate County highway 15, Year Built: 1925, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 140 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 220 (year 2037), Features Intersected: BR FALL FORK CLIFTY CREE, 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: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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
Structure Number: 1600106, Location: 00.50 NW OF CR 480 S (Lat: 39.270900, Lng: -85.641039), Route carried "on" structure: Alternate County highway 15, Year Built: 1925, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 140 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 220 (year 2037), Features Intersected: BR FALL FORK CLIFTY CREE, 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: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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
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Structure Number: 1600107, Location: 00.40 W OF CR 1050 W (Lat: 39.305581, Lng: -85.685136), Route carried "on" structure: Alternate County highway 50, Year Built: 1912, Status: Closed, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 180 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 280 (year 2037), Features Intersected: CLIFTY CREEK, Facility Carried by Structure: CR 200S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 6.22m (20.41ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Other Special Inspection Date: May 2020, Bridge Improvement Cost: $1,098,000, Roadway Improvement Cost: $430,000, Total Project Cost: $1,776,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 1600107, Location: 00.40 W OF CR 1050 W (Lat: 39.305581, Lng: -85.685136), Route carried "on" structure: Alternate County highway 50, Year Built: 1912, Status: Closed, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 180 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 280 (year 2037), Features Intersected: CLIFTY CREEK, Facility Carried by Structure: CR 200S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 6.22m (20.41ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Other Special Inspection Date: May 2020, Bridge Improvement Cost: $1,098,000, Roadway Improvement Cost: $430,000, Total Project Cost: $1,776,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 1600115, Location: 00.30 E OF CR 1000 W (Lat: 39.248250, Lng: -85.662950), Route carried "on" structure: Alternate County highway 26, Year Built: 1974, Status: Open, Structure Length: 1.90m (6.23ft), Average Daily Traffic: 110 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 170 (year 2037), Design Load: HS 20, Features Intersected: FALL FORK CLIFTY CREEK, Facility Carried by Structure: CR 600S
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 - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: 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: 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: 1600115, Location: 00.30 E OF CR 1000 W (Lat: 39.248250, Lng: -85.662950), Route carried "on" structure: Alternate County highway 26, Year Built: 1974, Status: Open, Structure Length: 1.90m (6.23ft), Average Daily Traffic: 110 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 170 (year 2037), Design Load: HS 20, Features Intersected: FALL FORK CLIFTY CREEK, Facility Carried by Structure: CR 600S
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 - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: 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: 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: 1600117, Location: 00.30 S OF CR 600 S (Lat: 39.244550, Lng: -85.668919), Route carried "on" structure: Alternate County highway 1000, Year Built: 1923, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 110 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 170 (year 2037), Features Intersected: FALL FORK CLIFTY CREEK
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: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $569,000, Roadway Improvement Cost: $211,000, Total Project Cost: $907,000 ( Estimate for 2021)
Structure Number: 1600117, Location: 00.30 S OF CR 600 S (Lat: 39.244550, Lng: -85.668919), Route carried "on" structure: Alternate County highway 1000, Year Built: 1923, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 110 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 170 (year 2037), Features Intersected: FALL FORK CLIFTY CREEK
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: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $569,000, Roadway Improvement Cost: $211,000, Total Project Cost: $907,000 ( Estimate for 2021)