Bridge Statistics for Brooklyn, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 194ft / 59.0mTotal length
- $461,000Total costs
- 86,974Total average daily traffic
- 7,740Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Brooklyn
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 21950-1959
- 21960-1969
- 31970-1979
- 21990-1999
- 22000-2009
- 62020-2022
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 11990-1999
- Bridge Condition - Deck
- 18.2%Excellent
- 27.3%Good
- 36.4%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 18.2%Excellent
- 9.1%Very good
- 36.4%Good
- 36.4%Satisfactory
- Bridge Condition - Substructure
- 18.2%Excellent
- 9.1%Very good
- 9.1%Good
- 45.5%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 15.4%Good
- 38.5%Satisfactory
- 46.2%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: 1235, Location: 06.04 N SR 44 (Lat: 39.500611, Lng: -86.332561), Route carried "on" structure: State highway 37, Year Built: 1955, Year Reconstructed: 1989, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 10,925 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 16,062 (year 2033), Design Load: HS 20, Features Intersected: STOTTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.301, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1235, Location: 06.04 N SR 44 (Lat: 39.500611, Lng: -86.332561), Route carried "on" structure: State highway 37, Year Built: 1955, Year Reconstructed: 1989, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 10,925 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 16,062 (year 2033), Design Load: HS 20, Features Intersected: STOTTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.301, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1236, Location: 06.04 N SR 44 (Lat: 39.500819, Lng: -86.332711), Route carried "on" structure: State highway 37, Year Built: 1974, Year Reconstructed: 1989, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 10,925 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 16,062 (year 2033), Design Load: HS 20, Features Intersected: STOTTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.301, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.6 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: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1236, Location: 06.04 N SR 44 (Lat: 39.500819, Lng: -86.332711), Route carried "on" structure: State highway 37, Year Built: 1974, Year Reconstructed: 1989, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 10,925 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 16,062 (year 2033), Design Load: HS 20, Features Intersected: STOTTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.301, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.6 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: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 80782, Location: 4.57 N SR 44 (Lat: 39.489381, Lng: -86.352981), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,100 (year 2045), Design Load: HL 93, Features Intersected: I-69 NB/SB, Facility Carried by Structure: HENDERSON-FORD RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.919, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: 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: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 80782, Location: 4.57 N SR 44 (Lat: 39.489381, Lng: -86.352981), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,100 (year 2045), Design Load: HL 93, Features Intersected: I-69 NB/SB, Facility Carried by Structure: HENDERSON-FORD RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.919, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: 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: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 80784, Location: 4.90 S SR 144 (Lat: 39.514900, Lng: -86.307750), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 5.35m (17.55ft), Average Daily Traffic: 1,200 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1,300 (year 2045), Design Load: HL 93, Features Intersected: I-69 NB/SB, Facility Carried by Structure: PERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.957, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 47.6 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: 36.6 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 80784, Location: 4.90 S SR 144 (Lat: 39.514900, Lng: -86.307750), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 5.35m (17.55ft), Average Daily Traffic: 1,200 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1,300 (year 2045), Design Load: HL 93, Features Intersected: I-69 NB/SB, Facility Carried by Structure: PERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.957, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 47.6 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: 36.6 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 5500047, Location: 00.77 N OF SR 37 (Lat: 39.499311, Lng: -86.355308), Route carried "on" structure: County highway 45, Year Built: 1968, Year Reconstructed: 2003, Status: Open, Structure Length: 19.35m (63.48ft), Average Daily Traffic: 1,940 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,400 (year 2038), Design Load: HS 20, Features Intersected: WHITE RIVER, Facility Carried by Structure: HENDERSON FORD RD
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: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5500047, Location: 00.77 N OF SR 37 (Lat: 39.499311, Lng: -86.355308), Route carried "on" structure: County highway 45, Year Built: 1968, Year Reconstructed: 2003, Status: Open, Structure Length: 19.35m (63.48ft), Average Daily Traffic: 1,940 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,400 (year 2038), Design Load: HS 20, Features Intersected: WHITE RIVER, Facility Carried by Structure: HENDERSON FORD RD
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: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5500108, Location: 00.12 N OF 725 N (Lat: 39.531550, Lng: -86.335678), Route carried "on" structure: County highway 285, Year Built: 1977, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 280 (year 2038), Design Load: HS 20, Features Intersected: CREEK TO WHITE RIVER, Facility Carried by Structure: GRAY RD
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: 6 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to 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: August 2020
Structure Number: 5500108, Location: 00.12 N OF 725 N (Lat: 39.531550, Lng: -86.335678), Route carried "on" structure: County highway 285, Year Built: 1977, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 280 (year 2038), Design Load: HS 20, Features Intersected: CREEK TO WHITE RIVER, Facility Carried by Structure: GRAY RD
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: 6 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to 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: August 2020
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Structure Number: 5500109, Location: 00.48 E OF HENDERSON FORD (Lat: 39.529561, Lng: -86.345925), Route carried "on" structure: County highway 172, Year Built: 1999, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 280 (year 2038), Design Load: HS 20, Features Intersected: CREEK TO WHITE RIVER, Facility Carried by Structure: RINKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.6 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 minimum 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
Structure Number: 5500109, Location: 00.48 E OF HENDERSON FORD (Lat: 39.529561, Lng: -86.345925), Route carried "on" structure: County highway 172, Year Built: 1999, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 280 (year 2038), Design Load: HS 20, Features Intersected: CREEK TO WHITE RIVER, Facility Carried by Structure: RINKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.6 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 minimum 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
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Structure Number: 550011, Location: 00.76 E OF HENDERSON FORD (Lat: 39.529750, Lng: -86.337281), Route carried "on" structure: County highway 172, Year Built: 1930, Status: Posted for load-capacity, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 280 (year 2038), Features Intersected: CREEK TO WHITE RIVER, Facility Carried by Structure: RINKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $231,000, Roadway Improvement Cost: $174,000, Total Project Cost: $461,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 550011, Location: 00.76 E OF HENDERSON FORD (Lat: 39.529750, Lng: -86.337281), Route carried "on" structure: County highway 172, Year Built: 1930, Status: Posted for load-capacity, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 280 (year 2038), Features Intersected: CREEK TO WHITE RIVER, Facility Carried by Structure: RINKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $231,000, Roadway Improvement Cost: $174,000, Total Project Cost: $461,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5500129, Location: 00.51 N OF W KNOX ST (Lat: 39.553789, Lng: -86.369958), Route carried "on" structure: County highway 235, Year Built: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 280 (year 2038), Design Load: HS 20, Features Intersected: MONICAL BRANCH, Facility Carried by Structure: COUNTRY CLUB RD
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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5500129, Location: 00.51 N OF W KNOX ST (Lat: 39.553789, Lng: -86.369958), Route carried "on" structure: County highway 235, Year Built: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 280 (year 2038), Design Load: HS 20, Features Intersected: MONICAL BRANCH, Facility Carried by Structure: COUNTRY CLUB RD
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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5500141, Location: 00.06 S OF JORDAN ROAD (Lat: 39.371981, Lng: -86.456169), Route carried "on" structure: Alternate County highway 361, Year Built: 1965, Status: Posted for load-capacity, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 140 (year 2038), Design Load: HS 20, Features Intersected: JORDAN CREEK, Facility Carried by Structure: JORDAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5500141, Location: 00.06 S OF JORDAN ROAD (Lat: 39.371981, Lng: -86.456169), Route carried "on" structure: Alternate County highway 361, Year Built: 1965, Status: Posted for load-capacity, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 140 (year 2038), Design Load: HS 20, Features Intersected: JORDAN CREEK, Facility Carried by Structure: JORDAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5500147, Location: 00.06 W OF BOTTOM ROAD (Lat: 39.538711, Lng: -86.366553), Route carried "on" structure: City street 53, Year Built: 1950, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 1,210 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,120 (year 2038), Features Intersected: WHITE LICK CREEK, Facility Carried by Structure: MILL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5500147, Location: 00.06 W OF BOTTOM ROAD (Lat: 39.538711, Lng: -86.366553), Route carried "on" structure: City street 53, Year Built: 1950, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 1,210 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,120 (year 2038), Features Intersected: WHITE LICK CREEK, Facility Carried by Structure: MILL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 5500158, Location: .02 N OF PONY EXPRESS TRL (Lat: 39.554050, Lng: -86.371483), Route carried "on" structure: County highway 507, Year Built: 1940, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,290 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 5,760 (year 2038), Features Intersected: MONICAL BRANCH, Facility Carried by Structure: OLD SR 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: August 2020
Structure Number: 5500158, Location: .02 N OF PONY EXPRESS TRL (Lat: 39.554050, Lng: -86.371483), Route carried "on" structure: County highway 507, Year Built: 1940, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,290 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 5,760 (year 2038), Features Intersected: MONICAL BRANCH, Facility Carried by Structure: OLD SR 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: August 2020
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Structure Number: 550016, Location: 00.06 E OF S HOME AVE (Lat: 39.419900, Lng: -86.414108), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 450 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 790 (year 2038), Design Load: HS 20, Features Intersected: SARTOR DITCH, Facility Carried by Structure: GRAY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: August 2020
Structure Number: 550016, Location: 00.06 E OF S HOME AVE (Lat: 39.419900, Lng: -86.414108), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 450 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 790 (year 2038), Design Load: HS 20, Features Intersected: SARTOR DITCH, Facility Carried by Structure: GRAY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: August 2020
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Structure Number: 5500164, Location: 00.64 N OF CENTENARY ROAD (Lat: 39.553369, Lng: -86.354369), Route carried "on" structure: County highway 45, Year Built: 2004, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 760 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,330 (year 2038), Features Intersected: TRIB TO WHITE LICK CREEK, Facility Carried by Structure: HENDERSON FORD RD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum 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: 5500164, Location: 00.64 N OF CENTENARY ROAD (Lat: 39.553369, Lng: -86.354369), Route carried "on" structure: County highway 45, Year Built: 2004, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 760 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,330 (year 2038), Features Intersected: TRIB TO WHITE LICK CREEK, Facility Carried by Structure: HENDERSON FORD RD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum 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: 55003, Location: 00.05 N OF SR 37 (Lat: 39.489969, Lng: -86.355189), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,690 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 2,960 (year 2034), Design Load: HS 20, Features Intersected: UNT WHITE RIVER, Facility Carried by Structure: HENDERSON FORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 55003, Location: 00.05 N OF SR 37 (Lat: 39.489969, Lng: -86.355189), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,690 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 2,960 (year 2034), Design Load: HS 20, Features Intersected: UNT WHITE RIVER, Facility Carried by Structure: HENDERSON FORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 80782, Location: 4.57 N SR 44 (Lat: 39.489381, Lng: -86.352981), Route carried "under" structure: State highway 37, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 11,941 (year 2004), Truck Traffic: 10%, Features Intersected: SR 37 NBL, Facility Carried by Structure: HENDERSON-FORD RD.
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 80782, Location: 4.57 N SR 44 (Lat: 39.489381, Lng: -86.352981), Route carried "under" structure: State highway 37, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 11,941 (year 2004), Truck Traffic: 10%, Features Intersected: SR 37 NBL, Facility Carried by Structure: HENDERSON-FORD RD.
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 80782, Location: 4.57 N SR 44 (Lat: 39.489381, Lng: -86.352981), Route carried "under" structure: State highway 37, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 11,941 (year 2004), Truck Traffic: 10%, Features Intersected: SR 37 SBL, Facility Carried by Structure: HENDERSON-FORD RD.
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 80782, Location: 4.57 N SR 44 (Lat: 39.489381, Lng: -86.352981), Route carried "under" structure: State highway 37, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 11,941 (year 2004), Truck Traffic: 10%, Features Intersected: SR 37 SBL, Facility Carried by Structure: HENDERSON-FORD RD.
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 80784, Location: 4.90 S SR 144 (Lat: 39.514900, Lng: -86.307750), Route carried "under" structure: State highway 37, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 11,941 (year 2004), Truck Traffic: 10%, Features Intersected: SR 37 NBL, Facility Carried by Structure: PERRY ROAD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 80784, Location: 4.90 S SR 144 (Lat: 39.514900, Lng: -86.307750), Route carried "under" structure: State highway 37, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 11,941 (year 2004), Truck Traffic: 10%, Features Intersected: SR 37 NBL, Facility Carried by Structure: PERRY ROAD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 80784, Location: 4.90 S SR 144 (Lat: 39.514900, Lng: -86.307750), Route carried "under" structure: State highway 37, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 11,941 (year 2004), Truck Traffic: 10%, Features Intersected: SR 37 SBL, Facility Carried by Structure: PERRY ROAD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 80784, Location: 4.90 S SR 144 (Lat: 39.514900, Lng: -86.307750), Route carried "under" structure: State highway 37, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 11,941 (year 2004), Truck Traffic: 10%, Features Intersected: SR 37 SBL, Facility Carried by Structure: PERRY ROAD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 26.2m (86.0ft)