Bridge Statistics for Whitestown, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 125ft / 38.0mTotal length
- $612,000Total costs
- 191,242Total average daily traffic
- 31,622Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Whitestown
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 41950-1959
- 21960-1969
- 21980-1989
- 41990-1999
- 32000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 7.7%Very good
- 53.8%Good
- 15.4%Satisfactory
- 23.1%Fair
- Bridge Condition - Superstructure
- 15.4%Very good
- 46.2%Good
- 23.1%Satisfactory
- 15.4%Fair
- Bridge Condition - Substructure
- 15.4%Very good
- 61.5%Good
- 15.4%Satisfactory
- 7.7%Fair
- Bridge Condition - Channel
- 7.1%Very good
- 71.4%Good
- 14.3%Satisfactory
- 7.1%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 3123, Location: 00.90 S I-65 (Lat: 39.969300, Lng: -86.398500), Route carried "on" structure: State highway 267, Year Built: 2000, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,983 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 2,747 (year 2032), Design Load: HS 20, Features Intersected: WHITE LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.134, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 3123, Location: 00.90 S I-65 (Lat: 39.969300, Lng: -86.398500), Route carried "on" structure: State highway 267, Year Built: 2000, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,983 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 2,747 (year 2032), Design Load: HS 20, Features Intersected: WHITE LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.134, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 3153, Location: 06.22 W US 421 (Lat: 39.947239, Lng: -86.353761), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 1995, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 24,725 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 17,567 (year 2034), Design Load: HS 20, Features Intersected: I-65 SB/NB, Facility Carried by Structure: WHITESTOWN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3153, Location: 06.22 W US 421 (Lat: 39.947239, Lng: -86.353761), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 1995, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 24,725 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 17,567 (year 2034), Design Load: HS 20, Features Intersected: I-65 SB/NB, Facility Carried by Structure: WHITESTOWN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 76826, Location: 08.59 N I-74 (Lat: 39.981100, Lng: -86.395339), Route carried "on" structure: State highway 267, Year Built: 2010, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 9,794 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 17,131 (year 2040), Features Intersected: I-65 SB/NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.582, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.3m (56.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.7m (87.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 48.9 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: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 76826, Location: 08.59 N I-74 (Lat: 39.981100, Lng: -86.395339), Route carried "on" structure: State highway 267, Year Built: 2010, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 9,794 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 17,131 (year 2040), Features Intersected: I-65 SB/NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.582, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.3m (56.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.7m (87.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 48.9 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: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 600108, Location: 00.30 W OF CR 200 E (Lat: 39.937981, Lng: -86.437519), Route carried "on" structure: Alternate County highway 700, Year Built: 1930, Status: Posted for load-capacity, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 120 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 180 (year 2037), Features Intersected: WILEY THOMPSON DITCH
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), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 600108, Location: 00.30 W OF CR 200 E (Lat: 39.937981, Lng: -86.437519), Route carried "on" structure: Alternate County highway 700, Year Built: 1930, Status: Posted for load-capacity, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 120 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 180 (year 2037), Features Intersected: WILEY THOMPSON DITCH
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), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 600118, Location: 00.45 N OF CR 550S (Lat: 39.966811, Lng: -86.412761), Route carried "on" structure: Alternate County highway 300, Year Built: 1996, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 120 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 180 (year 2037), Features Intersected: WHITE LICK CREEK
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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 600118, Location: 00.45 N OF CR 550S (Lat: 39.966811, Lng: -86.412761), Route carried "on" structure: Alternate County highway 300, Year Built: 1996, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 120 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 180 (year 2037), Features Intersected: WHITE LICK CREEK
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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 60012, Location: 00.40 N OF CR 450 S (Lat: 39.981789, Lng: -86.360561), Route carried "on" structure: Alternate County highway 575, Year Built: 1987, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 110 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 170 (year 2037), Features Intersected: FISHBACK CREEK
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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60012, Location: 00.40 N OF CR 450 S (Lat: 39.981789, Lng: -86.360561), Route carried "on" structure: Alternate County highway 575, Year Built: 1987, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 110 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 170 (year 2037), Features Intersected: FISHBACK CREEK
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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 600121, Location: 00.90 N OF CR 450 S (Lat: 39.989350, Lng: -86.374950), Route carried "on" structure: Alternate County highway 500, Year Built: 1988, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 110 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 170 (year 2037), Features Intersected: FISHBACK CREEK
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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 600121, Location: 00.90 N OF CR 450 S (Lat: 39.989350, Lng: -86.374950), Route carried "on" structure: Alternate County highway 500, Year Built: 1988, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 110 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 170 (year 2037), Features Intersected: FISHBACK CREEK
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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 600123, Location: 00.25 N OF CR 400 S (Lat: 39.985661, Lng: -86.384369), Route carried "on" structure: Alternate County highway 450, Year Built: 1995, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 110 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 170 (year 2037), Features Intersected: FISHBACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 600123, Location: 00.25 N OF CR 400 S (Lat: 39.985661, Lng: -86.384369), Route carried "on" structure: Alternate County highway 450, Year Built: 1995, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 110 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 170 (year 2037), Features Intersected: FISHBACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 600125, Location: 00.10 W OF CR 650 E (Lat: 39.968281, Lng: -86.347150), Route carried "on" structure: Alternate County highway 500, Year Built: 1998, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 110 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 170 (year 2037), Design Load: HS 20, Features Intersected: FISHBACK CREEK
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, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 600125, Location: 00.10 W OF CR 650 E (Lat: 39.968281, Lng: -86.347150), Route carried "on" structure: Alternate County highway 500, Year Built: 1998, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 110 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 170 (year 2037), Design Load: HS 20, Features Intersected: FISHBACK CREEK
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, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 60013, Location: 00.30 W OF CR 700 E (Lat: 39.997261, Lng: -86.338839), Route carried "on" structure: City street 300, Year Built: 1950, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,480 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 2,250 (year 2037), Features Intersected: JACKSON RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $150,000, Total Project Cost: $612,000 ( Estimate for 2021)
Structure Number: 60013, Location: 00.30 W OF CR 700 E (Lat: 39.997261, Lng: -86.338839), Route carried "on" structure: City street 300, Year Built: 1950, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,480 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 2,250 (year 2037), Features Intersected: JACKSON RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $150,000, Total Project Cost: $612,000 ( Estimate for 2021)
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Structure Number: 600149, Location: 01.10 W OF CR 600 E (Lat: 39.931100, Lng: -86.377061), Route carried "on" structure: County highway 750, Year Built: 1992, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 620 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 940 (year 2037), Design Load: HS 20, Features Intersected: ETTER DITCH
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, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 600149, Location: 01.10 W OF CR 600 E (Lat: 39.931100, Lng: -86.377061), Route carried "on" structure: County highway 750, Year Built: 1992, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 620 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 940 (year 2037), Design Load: HS 20, Features Intersected: ETTER DITCH
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, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60015, Location: 00.25 W OF CR 475 E (Lat: 39.931050, Lng: -86.393111), Route carried "on" structure: County highway 750, Year Built: 1964, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 620 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 940 (year 2037), Design Load: H 20, Features Intersected: WHITE LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.9 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60015, Location: 00.25 W OF CR 475 E (Lat: 39.931050, Lng: -86.393111), Route carried "on" structure: County highway 750, Year Built: 1964, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 620 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 940 (year 2037), Design Load: H 20, Features Intersected: WHITE LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.9 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 600157, Location: 00.30 N OF CR 800 S (Lat: 39.928181, Lng: -86.430950), Route carried "on" structure: County highway 200, Year Built: 2005, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 420 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 640 (year 2037), Design Load: HS 20, Features Intersected: WILEY THOMPSON DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.5 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 600157, Location: 00.30 N OF CR 800 S (Lat: 39.928181, Lng: -86.430950), Route carried "on" structure: County highway 200, Year Built: 2005, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 420 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 640 (year 2037), Design Load: HS 20, Features Intersected: WILEY THOMPSON DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.5 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: September 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: 600202, Location: 00.30 E OF SR 267 (Lat: 39.963661, Lng: -86.390239), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 2 (year 2037), Design Load: HS 20, Features Intersected: WHITELICK DITCH, Facility Carried by Structure: PERFORMANCE WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft)
Condition: Channel: Good, 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: September 2021
Structure Number: 600202, Location: 00.30 E OF SR 267 (Lat: 39.963661, Lng: -86.390239), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 2 (year 2037), Design Load: HS 20, Features Intersected: WHITELICK DITCH, Facility Carried by Structure: PERFORMANCE WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft)
Condition: Channel: Good, 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: September 2021
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Structure Number: 600215, Location: 00.30 W CR 575 E (Lat: 39.982469, Lng: -86.361369), Route carried "on" structure: Alternate County highway 575, Year Built: 2015, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 6,820 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 10,380 (year 2037), Design Load: HL 93, Features Intersected: FISHBACK CREEK, Facility Carried by Structure: CR 400S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 19.6m (64.3ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.4m (83.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 600215, Location: 00.30 W CR 575 E (Lat: 39.982469, Lng: -86.361369), Route carried "on" structure: Alternate County highway 575, Year Built: 2015, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 6,820 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 10,380 (year 2037), Design Load: HL 93, Features Intersected: FISHBACK CREEK, Facility Carried by Structure: CR 400S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 19.6m (64.3ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.4m (83.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3200021, Location: 00.40 W OF CR 800 E (Lat: 39.909219, Lng: -86.391411), Route carried "on" structure: County highway 1000, Year Built: 1961, Year Reconstructed: 2013, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 4,825 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: ETTER DITCH
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 64.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3200021, Location: 00.40 W OF CR 800 E (Lat: 39.909219, Lng: -86.391411), Route carried "on" structure: County highway 1000, Year Built: 1961, Year Reconstructed: 2013, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 4,825 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: ETTER DITCH
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 64.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3153, Location: 06.22 W US 421 (Lat: 39.947239, Lng: -86.353767), Route carried "under" structure: Interstate 65, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 39,637 (year 2015), Truck Traffic: 10%, Features Intersected: I-65 SB, Facility Carried by Structure: WHITESTOWN PKWY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 208.973, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.3m (66.6ft)
Structure Number: 3153, Location: 06.22 W US 421 (Lat: 39.947239, Lng: -86.353767), Route carried "under" structure: Interstate 65, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 39,637 (year 2015), Truck Traffic: 10%, Features Intersected: I-65 SB, Facility Carried by Structure: WHITESTOWN PKWY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 208.973, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.3m (66.6ft)
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Structure Number: 3153, Location: 06.22 W US 421 (Lat: 39.947239, Lng: -86.353767), Route carried "under" structure: Interstate 65, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 39,637 (year 2015), Truck Traffic: 10%, Features Intersected: I-65 NB, Facility Carried by Structure: WHITESTOWN PKWY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 208.973, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.3m (66.6ft)
Structure Number: 3153, Location: 06.22 W US 421 (Lat: 39.947239, Lng: -86.353767), Route carried "under" structure: Interstate 65, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 39,637 (year 2015), Truck Traffic: 10%, Features Intersected: I-65 NB, Facility Carried by Structure: WHITESTOWN PKWY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 208.973, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.3m (66.6ft)
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Structure Number: 76826, Location: 08.59 N I-74 (Lat: 39.981150, Lng: -86.395392), Route carried "under" structure: Interstate 65, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2006), Truck Traffic: 31%, Features Intersected: I-65 NBL, Facility Carried by Structure: SR 267
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 214.171, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.7m (87.6ft)
Structure Number: 76826, Location: 08.59 N I-74 (Lat: 39.981150, Lng: -86.395392), Route carried "under" structure: Interstate 65, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2006), Truck Traffic: 31%, Features Intersected: I-65 NBL, Facility Carried by Structure: SR 267
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 214.171, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.7m (87.6ft)
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Structure Number: 76826, Location: 08.59 N I-74 (Lat: 39.981150, Lng: -86.395392), Route carried "under" structure: Interstate 65, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2006), Truck Traffic: 31%, Features Intersected: I-65 SBL, Facility Carried by Structure: SR 267
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 214.171, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.7m (87.6ft)
Structure Number: 76826, Location: 08.59 N I-74 (Lat: 39.981150, Lng: -86.395392), Route carried "under" structure: Interstate 65, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2006), Truck Traffic: 31%, Features Intersected: I-65 SBL, Facility Carried by Structure: SR 267
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 214.171, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.7m (87.6ft)