Bridge Statistics for Whiteland, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 112ft / 34.3mTotal length
- $1,000,000Total costs
- 255,472Total average daily traffic
- 27,201Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Whiteland
- No street view available for this location
- New bridges - historical statistics
- 21960-1969
- 121970-1979
- 11980-1989
- 31990-1999
- 22010-2019
- Bridge Condition - Deck
- 9.1%Excellent
- 18.2%Good
- 36.4%Satisfactory
- 27.3%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 9.1%Excellent
- 36.4%Good
- 18.2%Satisfactory
- 27.3%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 9.1%Excellent
- 63.6%Good
- 18.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 9.1%Excellent
- 9.1%Very good
- 9.1%Good
- 27.3%Satisfactory
- 27.3%Fair
- 18.2%Poor
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Satisfactory
- 33.3%Fair
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Structure Number: 3586, Location: 03.81 N SR 44 (Lat: 39.536611, Lng: -86.032800), Route carried "on" structure: County highway , Year Built: 1971, Year Reconstructed: 2016, Status: Open, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 1,850 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,750 (year 2035), Design Load: HS 20, Features Intersected: I-65, Facility Carried by Structure: CR 350 E, CR 400 N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3586, Location: 03.81 N SR 44 (Lat: 39.536611, Lng: -86.032800), Route carried "on" structure: County highway , Year Built: 1971, Year Reconstructed: 2016, Status: Open, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 1,850 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,750 (year 2035), Design Load: HS 20, Features Intersected: I-65, Facility Carried by Structure: CR 350 E, CR 400 N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3587, Location: 04.87 N SR 44 (Lat: 39.550661, Lng: -86.041244), Route carried "on" structure: County highway , Year Built: 1971, Year Reconstructed: 2016, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 22,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 31,060 (year 2035), Design Load: HS 20, Features Intersected: I-65, Facility Carried by Structure: CR 500 N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 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: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3587, Location: 04.87 N SR 44 (Lat: 39.550661, Lng: -86.041244), Route carried "on" structure: County highway , Year Built: 1971, Year Reconstructed: 2016, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 22,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 31,060 (year 2035), Design Load: HS 20, Features Intersected: I-65, Facility Carried by Structure: CR 500 N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 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: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3588, Location: 06.02 N SR 44 (Lat: 39.565481, Lng: -86.051444), Route carried "on" structure: Alternate County highway , Year Built: 1971, Year Reconstructed: 2015, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 1,011 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 1,548 (year 2034), Design Load: HS 20, Features Intersected: I-65, Facility Carried by Structure: CR 600 N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 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: 38.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: August 2020, Other Special Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3588, Location: 06.02 N SR 44 (Lat: 39.565481, Lng: -86.051444), Route carried "on" structure: Alternate County highway , Year Built: 1971, Year Reconstructed: 2015, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 1,011 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 1,548 (year 2034), Design Load: HS 20, Features Intersected: I-65, Facility Carried by Structure: CR 600 N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 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: 38.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: August 2020, Other Special Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 807, Location: 03.52 N SR 44 (Lat: 39.532789, Lng: -86.030400), Route carried "on" structure: Interstate 65, Year Built: 2017, Status: Open, Structure Length: 3.53m (11.58ft), Average Daily Traffic: 33,139 (year 2015), Truck Traffic: 23%, Average Future Daily Traffic: 45,413 (year 2035), Design Load: HL 93, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.766, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.0m (111.5ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 807, Location: 03.52 N SR 44 (Lat: 39.532789, Lng: -86.030400), Route carried "on" structure: Interstate 65, Year Built: 2017, Status: Open, Structure Length: 3.53m (11.58ft), Average Daily Traffic: 33,139 (year 2015), Truck Traffic: 23%, Average Future Daily Traffic: 45,413 (year 2035), Design Load: HL 93, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.766, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.0m (111.5ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: 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: August 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: 4100065, Location: 0.10 S OF CR 400 N (Lat: 39.534089, Lng: -86.059050), Route carried "on" structure: County highway 433, Year Built: 1970, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,401 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,255 (year 2039), Features Intersected: CANARY DITCH, Facility Carried by Structure: CR 225 EAST
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, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $300,000, Total Project Cost: $600,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4100065, Location: 0.10 S OF CR 400 N (Lat: 39.534089, Lng: -86.059050), Route carried "on" structure: County highway 433, Year Built: 1970, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,401 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,255 (year 2039), Features Intersected: CANARY DITCH, Facility Carried by Structure: CR 225 EAST
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, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $300,000, Total Project Cost: $600,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4100069, Location: 0.25 N OF CR 600 N (Lat: 39.567811, Lng: -86.024689), Route carried "on" structure: County highway 47, Year Built: 1997, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 1,993 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 3,762 (year 2038), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: CR 400 EAST
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4100069, Location: 0.25 N OF CR 600 N (Lat: 39.567811, Lng: -86.024689), Route carried "on" structure: County highway 47, Year Built: 1997, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 1,993 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 3,762 (year 2038), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: CR 400 EAST
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 4100079, Location: 0.25 E OF CR 400 E (Lat: 39.563319, Lng: -86.021550), Route carried "on" structure: County highway 158, Year Built: 1982, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 125 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 186 (year 2032), Features Intersected: HURRICANE CREEK, Facility Carried by Structure: CR 575 NORTH
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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4100079, Location: 0.25 E OF CR 400 E (Lat: 39.563319, Lng: -86.021550), Route carried "on" structure: County highway 158, Year Built: 1982, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 125 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 186 (year 2032), Features Intersected: HURRICANE CREEK, Facility Carried by Structure: CR 575 NORTH
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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4100086, Location: 0.30 E OF CR 400 E (Lat: 39.551300, Lng: -86.018339), Route carried "on" structure: County highway 398, Year Built: 1972, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,482 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 2,961 (year 2036), Features Intersected: HURRICANE CREEK, Facility Carried by Structure: CR 500 NORTH
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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4100086, Location: 0.30 E OF CR 400 E (Lat: 39.551300, Lng: -86.018339), Route carried "on" structure: County highway 398, Year Built: 1972, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,482 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 2,961 (year 2036), Features Intersected: HURRICANE CREEK, Facility Carried by Structure: CR 500 NORTH
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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4100108, Location: 0.05 E OF CR 600 E (Lat: 39.552311, Lng: -85.990319), Route carried "on" structure: County highway 398, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 906 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 1,783 (year 2036), Features Intersected: CUTSINGER DITCH, Facility Carried by Structure: CR 500 NORTH
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, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 51.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $200,000, Total Project Cost: $400,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4100108, Location: 0.05 E OF CR 600 E (Lat: 39.552311, Lng: -85.990319), Route carried "on" structure: County highway 398, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 906 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 1,783 (year 2036), Features Intersected: CUTSINGER DITCH, Facility Carried by Structure: CR 500 NORTH
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, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 51.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $200,000, Total Project Cost: $400,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4100112, Location: 0.20 E OF CR 225 E (Lat: 39.535681, Lng: -86.055311), Route carried "on" structure: County highway 156, Year Built: 1979, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 211 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 398 (year 2038), Design Load: HS 20, Features Intersected: CANARY DITCH, Facility Carried by Structure: CR 400 NORTH
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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4100112, Location: 0.20 E OF CR 225 E (Lat: 39.535681, Lng: -86.055311), Route carried "on" structure: County highway 156, Year Built: 1979, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 211 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 398 (year 2038), Design Load: HS 20, Features Intersected: CANARY DITCH, Facility Carried by Structure: CR 400 NORTH
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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4100141, Location: 0.40 E OF SAWMILL ROAD (Lat: 39.537400, Lng: -86.094319), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 383 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 525 (year 2032), Features Intersected: BREWER DITCH, Facility Carried by Structure: JOSEPH LANE
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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.0 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 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
Structure Number: 4100141, Location: 0.40 E OF SAWMILL ROAD (Lat: 39.537400, Lng: -86.094319), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 383 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 525 (year 2032), Features Intersected: BREWER DITCH, Facility Carried by Structure: JOSEPH LANE
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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.0 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 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
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Structure Number: 4100146, Location: 0.30 E OF US 31 (Lat: 39.550011, Lng: -86.081539), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 8,925 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 15,016 (year 2039), Features Intersected: BREWER DITCH, Facility Carried by Structure: WHITELAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.7m (5.6ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 49.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 4100146, Location: 0.30 E OF US 31 (Lat: 39.550011, Lng: -86.081539), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 8,925 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 15,016 (year 2039), Features Intersected: BREWER DITCH, Facility Carried by Structure: WHITELAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.7m (5.6ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 49.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 4100151, Location: 0.10 N OF OLIVE BRANCH RD (Lat: 39.592519, Lng: -86.177839), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 3,927 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 7,349 (year 2036), Features Intersected: TURKEY PEN CREEK, Facility Carried by Structure: BERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 54.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4100151, Location: 0.10 N OF OLIVE BRANCH RD (Lat: 39.592519, Lng: -86.177839), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 3,927 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 7,349 (year 2036), Features Intersected: TURKEY PEN CREEK, Facility Carried by Structure: BERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 54.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4100158, Location: 0.05 S OF CHRISTINA DR (Lat: 39.557000, Lng: -86.081250), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 700 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 1,230 (year 2033), Design Load: HL 93, Features Intersected: BREWER DITCH, Facility Carried by Structure: CENTER STREET
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: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: July 2020
Structure Number: 4100158, Location: 0.05 S OF CHRISTINA DR (Lat: 39.557000, Lng: -86.081250), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 700 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 1,230 (year 2033), Design Load: HL 93, Features Intersected: BREWER DITCH, Facility Carried by Structure: CENTER STREET
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: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: July 2020
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Structure Number: 3586, Location: 03.81 N SR 44 (Lat: 39.536611, Lng: -86.032800), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 27,587 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NB, Facility Carried by Structure: CR 350E, CR 400N
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 150.232, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 3586, Location: 03.81 N SR 44 (Lat: 39.536611, Lng: -86.032800), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 27,587 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NB, Facility Carried by Structure: CR 350E, CR 400N
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 150.232, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 3586, Location: 03.81 N SR 44 (Lat: 39.536611, Lng: -86.032800), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 29,886 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SB, Facility Carried by Structure: CR 350E, CR 400N
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 150.232, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 3586, Location: 03.81 N SR 44 (Lat: 39.536611, Lng: -86.032800), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 29,886 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SB, Facility Carried by Structure: CR 350E, CR 400N
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 150.232, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 3587, Location: 04.87 N SR 44 (Lat: 39.550661, Lng: -86.041244), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 29,886 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SB, Facility Carried by Structure: CR 500N
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 151.938, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 3587, Location: 04.87 N SR 44 (Lat: 39.550661, Lng: -86.041244), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 29,886 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SB, Facility Carried by Structure: CR 500N
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 151.938, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 3587, Location: 04.87 N SR 44 (Lat: 39.550661, Lng: -86.041244), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 27,587 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NB, Facility Carried by Structure: CR 500N
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 151.938, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 3587, Location: 04.87 N SR 44 (Lat: 39.550661, Lng: -86.041244), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 27,587 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NB, Facility Carried by Structure: CR 500N
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 151.938, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 3588, Location: 06.02 N SR 44 (Lat: 39.565481, Lng: -86.051444), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 29,886 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SB, Facility Carried by Structure: CR 600N
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 153.789, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.4m (96.5ft)
Structure Number: 3588, Location: 06.02 N SR 44 (Lat: 39.565481, Lng: -86.051444), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 29,886 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 SB, Facility Carried by Structure: CR 600N
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 153.789, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.4m (96.5ft)
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Structure Number: 3588, Location: 06.02 N SR 44 (Lat: 39.565481, Lng: -86.051444), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 27,587 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NB, Facility Carried by Structure: CR 600N
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 153.789, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.4m (96.5ft)
Structure Number: 3588, Location: 06.02 N SR 44 (Lat: 39.565481, Lng: -86.051444), Route carried "under" structure: Interstate 65, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 27,587 (year 2004), Truck Traffic: 10%, Features Intersected: I-65 NB, Facility Carried by Structure: CR 600N
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 153.789, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.4m (96.5ft)