Bridge Statistics for Brookston, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 256ft / 78.5mTotal length
- $2,750,000Total costs
- 89,038Total average daily traffic
- 19,595Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Brookston
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 41960-1969
- 51970-1979
- 31980-1989
- 22000-2009
- 12010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 21980-1989
- 11990-1999
- 22000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 6.3%Excellent
- 12.5%Very good
- 31.3%Good
- 25.0%Satisfactory
- 18.8%Fair
- 6.3%Poor
- Bridge Condition - Superstructure
- 6.3%Excellent
- 25.0%Very good
- 25.0%Good
- 18.8%Satisfactory
- 18.8%Fair
- 6.3%Poor
- Bridge Condition - Substructure
- 6.3%Excellent
- 18.8%Very good
- 50.0%Good
- 12.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 53.3%Very good
- 33.3%Good
- 13.3%Satisfactory
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Structure Number: 14, Location: 00.05 N SR 44 (Lat: 39.639119, Lng: -85.130469), Route carried "on" structure: State highway 1, Year Built: 1936, Year Reconstructed: 1996, Status: Open, Structure Length: 16.61m (54.49ft), Average Daily Traffic: 19,677 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 32,000 (year 2030), Design Load: HS 20, Features Intersected: WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.017, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 5.5m (18.0ft), Horizontal Clearance: 20.7m (67.9ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.2m (79.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14, Location: 00.05 N SR 44 (Lat: 39.639119, Lng: -85.130469), Route carried "on" structure: State highway 1, Year Built: 1936, Year Reconstructed: 1996, Status: Open, Structure Length: 16.61m (54.49ft), Average Daily Traffic: 19,677 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 32,000 (year 2030), Design Load: HS 20, Features Intersected: WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.017, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 5.5m (18.0ft), Horizontal Clearance: 20.7m (67.9ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.2m (79.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 464, Location: 01.13 W SR 43 (Lat: 40.605219, Lng: -86.890081), Route carried "on" structure: State highway 18, Year Built: 1978, Year Reconstructed: 1993, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 1,530 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 2,540 (year 2033), Design Load: HS 20, Features Intersected: MOOTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.413, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.6 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: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 464, Location: 01.13 W SR 43 (Lat: 40.605219, Lng: -86.890081), Route carried "on" structure: State highway 18, Year Built: 1978, Year Reconstructed: 1993, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 1,530 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 2,540 (year 2033), Design Load: HS 20, Features Intersected: MOOTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.413, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.6 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: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1484, Location: 01.46 N SR 58 (Lat: 38.985239, Lng: -87.403769), Route carried "on" structure: US 41, Year Built: 1973, Year Reconstructed: 2005, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 5,452 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 8,155 (year 2032), Design Load: HS 20, Features Intersected: MIDDLE FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.849, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1484, Location: 01.46 N SR 58 (Lat: 38.985239, Lng: -87.403769), Route carried "on" structure: US 41, Year Built: 1973, Year Reconstructed: 2005, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 5,452 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 8,155 (year 2032), Design Load: HS 20, Features Intersected: MIDDLE FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.849, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1626, Location: 00.60 S SR 18 (Lat: 40.594061, Lng: -86.868669), Route carried "on" structure: State highway 43, Year Built: 1962, Year Reconstructed: 1994, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 4,790 (year 2009), Truck Traffic: 19%, Average Future Daily Traffic: 6,634 (year 2033), Design Load: H 20, Features Intersected: MOOTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.589, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 38.2 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $688,000, Total Project Cost: $688,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1626, Location: 00.60 S SR 18 (Lat: 40.594061, Lng: -86.868669), Route carried "on" structure: State highway 43, Year Built: 1962, Year Reconstructed: 1994, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 4,790 (year 2009), Truck Traffic: 19%, Average Future Daily Traffic: 6,634 (year 2033), Design Load: H 20, Features Intersected: MOOTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.589, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 38.2 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $688,000, Total Project Cost: $688,000, 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: 18085, Location: 00.37 S I-94 (Lat: 41.619800, Lng: -87.043250), Route carried "on" structure: State highway 49, Year Built: 1970, Year Reconstructed: 2020, Status: Open, Structure Length: 12.75m (41.83ft), Average Daily Traffic: 12,304 (year 2020), Truck Traffic: 20%, Design Load: HS 20, Features Intersected: CSX RR, LITTLE CALUMET R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.489, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 55.7 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: 42.8 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18085, Location: 00.37 S I-94 (Lat: 41.619800, Lng: -87.043250), Route carried "on" structure: State highway 49, Year Built: 1970, Year Reconstructed: 2020, Status: Open, Structure Length: 12.75m (41.83ft), Average Daily Traffic: 12,304 (year 2020), Truck Traffic: 20%, Design Load: HS 20, Features Intersected: CSX RR, LITTLE CALUMET R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.489, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 55.7 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: 42.8 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3785, Location: 01.45 S SR 18 (Lat: 40.588069, Lng: -86.963811), Route carried "on" structure: County highway , Year Built: 1967, Year Reconstructed: 2008, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 333 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 468 (year 2032), Design Load: HS 20, Features Intersected: I-65 NB/SB, Facility Carried by Structure: MOREHOUSE RD/CR 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.5m (146.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 37.9 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: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3785, Location: 01.45 S SR 18 (Lat: 40.588069, Lng: -86.963811), Route carried "on" structure: County highway , Year Built: 1967, Year Reconstructed: 2008, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 333 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 468 (year 2032), Design Load: HS 20, Features Intersected: I-65 NB/SB, Facility Carried by Structure: MOREHOUSE RD/CR 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.5m (146.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 37.9 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: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 9100166, Location: 00.46 S CR 900 S (Lat: 40.612781, Lng: -86.925969), Route carried "on" structure: County highway 33, Year Built: 1984, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 120 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: MOOTS CREEK, Facility Carried by Structure: CR 300W
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: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9100166, Location: 00.46 S CR 900 S (Lat: 40.612781, Lng: -86.925969), Route carried "on" structure: County highway 33, Year Built: 1984, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 120 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: MOOTS CREEK, Facility Carried by Structure: CR 300W
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: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9100182, Location: 00.37 N CR 925 S (Lat: 40.622361, Lng: -86.812281), Route carried "on" structure: County highway 61, Year Built: 2006, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 2,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2037), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: CR 300E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9100182, Location: 00.37 N CR 925 S (Lat: 40.622361, Lng: -86.812281), Route carried "on" structure: County highway 61, Year Built: 2006, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 2,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2037), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: CR 300E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 9100184, Location: 00.08 S CR 1100 S (Lat: 40.589669, Lng: -86.849989), Route carried "on" structure: County highway 47, Year Built: 2004, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,000 (year 2038), Design Load: HS 20, Features Intersected: MOOTS CREEK, Facility Carried by Structure: CR 100E
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: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9100184, Location: 00.08 S CR 1100 S (Lat: 40.589669, Lng: -86.849989), Route carried "on" structure: County highway 47, Year Built: 2004, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,000 (year 2038), Design Load: HS 20, Features Intersected: MOOTS CREEK, Facility Carried by Structure: CR 100E
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: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 9100186, Location: 00.11 E CR 100 W (Lat: 40.598000, Lng: -86.886381), Route carried "on" structure: County highway 444, Year Built: 1985, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 275 (year 2038), Design Load: HS 20, Features Intersected: CHILTON DITCH, Facility Carried by Structure: CR 1050S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9100186, Location: 00.11 E CR 100 W (Lat: 40.598000, Lng: -86.886381), Route carried "on" structure: County highway 444, Year Built: 1985, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 275 (year 2038), Design Load: HS 20, Features Intersected: CHILTON DITCH, Facility Carried by Structure: CR 1050S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9100187, Location: 00.08 S SR 18 (Lat: 40.604061, Lng: -86.888581), Route carried "on" structure: County highway 133, Year Built: 1977, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: MOOTS CREEK, Facility Carried by Structure: CR 100W
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: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $38,000, Total Project Cost: $378,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9100187, Location: 00.08 S SR 18 (Lat: 40.604061, Lng: -86.888581), Route carried "on" structure: County highway 133, Year Built: 1977, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: MOOTS CREEK, Facility Carried by Structure: CR 100W
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: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $38,000, Total Project Cost: $378,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9100188, Location: 00.07 N CR 1050 S (Lat: 40.598919, Lng: -86.888500), Route carried "on" structure: County highway 133, Year Built: 1981, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 175 (year 2038), Design Load: HS 20, Features Intersected: CHILTON DITCH, Facility Carried by Structure: CR 100W
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: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 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, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $139,000, Roadway Improvement Cost: $15,000, Total Project Cost: $154,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9100188, Location: 00.07 N CR 1050 S (Lat: 40.598919, Lng: -86.888500), Route carried "on" structure: County highway 133, Year Built: 1981, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 175 (year 2038), Design Load: HS 20, Features Intersected: CHILTON DITCH, Facility Carried by Structure: CR 100W
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: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 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, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $139,000, Roadway Improvement Cost: $15,000, Total Project Cost: $154,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9100191, Location: 00.02 S CR 950 S (Lat: 40.612111, Lng: -86.898250), Route carried "on" structure: County highway 39, Year Built: 1932, Year Reconstructed: 1964, Status: Posted for load, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2038), Design Load: H 20, Features Intersected: MOOTS CREEK, Facility Carried by Structure: CR 150W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $230,000, Total Project Cost: $1,230,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9100191, Location: 00.02 S CR 950 S (Lat: 40.612111, Lng: -86.898250), Route carried "on" structure: County highway 39, Year Built: 1932, Year Reconstructed: 1964, Status: Posted for load, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2038), Design Load: H 20, Features Intersected: MOOTS CREEK, Facility Carried by Structure: CR 150W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $230,000, Total Project Cost: $1,230,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9100192, Location: 00.47 S CR 1100 S (Lat: 40.584350, Lng: -86.831000), Route carried "on" structure: County highway 149, Year Built: 1979, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 175 (year 2038), Design Load: HS 20, Features Intersected: MOOTS CREEK, Facility Carried by Structure: CR 200E
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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9100192, Location: 00.47 S CR 1100 S (Lat: 40.584350, Lng: -86.831000), Route carried "on" structure: County highway 149, Year Built: 1979, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 175 (year 2038), Design Load: HS 20, Features Intersected: MOOTS CREEK, Facility Carried by Structure: CR 200E
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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9100237, Location: 00.22 W SR 43 (Lat: 40.598000, Lng: -86.872750), Route carried "on" structure: County highway 444, Year Built: 2012, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 250 (year 2038), Features Intersected: MOOTS CREEK, Facility Carried by Structure: CR 1050S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9100237, Location: 00.22 W SR 43 (Lat: 40.598000, Lng: -86.872750), Route carried "on" structure: County highway 444, Year Built: 2012, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 250 (year 2038), Features Intersected: MOOTS CREEK, Facility Carried by Structure: CR 1050S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 9100241, Location: 00.15 N CR 1250 S (Lat: 40.571639, Lng: -86.811589), Route carried "on" structure: County highway 61, Year Built: 2021, Status: Open, Structure Length: 2.88m (9.45ft), Average Daily Traffic: 640 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 750 (year 2037), Design Load: HL 93, Features Intersected: MOOTS CREEK, Facility Carried by Structure: CR 300E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 60.6 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: 47.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 9100241, Location: 00.15 N CR 1250 S (Lat: 40.571639, Lng: -86.811589), Route carried "on" structure: County highway 61, Year Built: 2021, Status: Open, Structure Length: 2.88m (9.45ft), Average Daily Traffic: 640 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 750 (year 2037), Design Load: HL 93, Features Intersected: MOOTS CREEK, Facility Carried by Structure: CR 300E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 60.6 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: 47.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 3785, Location: 01.45 S SR 18 (Lat: 40.588069, Lng: -86.963806), Route carried "under" structure: Interstate 65, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 20,191 (year 2014), Truck Traffic: 35%, Features Intersected: I-65 SB, Facility Carried by Structure: MOREHOUSE RD/CR 50
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 299.483, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.5m (146.0ft)
Structure Number: 3785, Location: 01.45 S SR 18 (Lat: 40.588069, Lng: -86.963806), Route carried "under" structure: Interstate 65, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 20,191 (year 2014), Truck Traffic: 35%, Features Intersected: I-65 SB, Facility Carried by Structure: MOREHOUSE RD/CR 50
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 299.483, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.5m (146.0ft)
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Structure Number: 3785, Location: 01.45 S SR 18 (Lat: 40.588069, Lng: -86.963806), Route carried "under" structure: Interstate 65, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 20,191 (year 2014), Truck Traffic: 35%, Features Intersected: I-65 NB, Facility Carried by Structure: MOREHOUSE RD/CR 50
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 299.483, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.5m (146.0ft)
Structure Number: 3785, Location: 01.45 S SR 18 (Lat: 40.588069, Lng: -86.963806), Route carried "under" structure: Interstate 65, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 20,191 (year 2014), Truck Traffic: 35%, Features Intersected: I-65 NB, Facility Carried by Structure: MOREHOUSE RD/CR 50
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 299.483, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.5m (146.0ft)