Bridge Statistics for Monon, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 171ft / 52.1mTotal length
- $2,310,000Total costs
- 25,286Total average daily traffic
- 3,707Total average daily truck traffic
- 33,348Total future (year 2028) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Monon
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 11940-1949
- 51960-1969
- 41970-1979
- 21980-1989
- 41990-1999
- 22000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 31960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 5.6%Very good
- 55.6%Good
- 22.2%Satisfactory
- 11.1%Fair
- 5.6%Poor
- Bridge Condition - Superstructure
- 42.9%Good
- 38.1%Satisfactory
- 14.3%Fair
- 4.8%Poor
- Bridge Condition - Substructure
- 14.3%Very good
- 47.6%Good
- 33.3%Satisfactory
- 4.8%Poor
- Bridge Condition - Channel
- 39.1%Very good
- 21.7%Good
- 30.4%Satisfactory
- 8.7%Fair
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
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Structure Number: 425, Location: 02.78 E US 421 (Lat: 40.869950, Lng: -86.825839), Route carried "on" structure: State highway 16, Year Built: 1946, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 2,072 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 4,542 (year 2030), Design Load: HS 20, Features Intersected: BIG MONON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.583, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2022
Structure Number: 425, Location: 02.78 E US 421 (Lat: 40.869950, Lng: -86.825839), Route carried "on" structure: State highway 16, Year Built: 1946, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 2,072 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 4,542 (year 2030), Design Load: HS 20, Features Intersected: BIG MONON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.583, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2022
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Structure Number: 3237, Location: 03.50 S SR 16 (Lat: 40.817281, Lng: -86.876281), Route carried "on" structure: US 421, Year Built: 1929, Year Reconstructed: 1960, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 6,819 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 9,444 (year 2030), Design Load: H 20, Features Intersected: HOAGLAND DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.360, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 38.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 3237, Location: 03.50 S SR 16 (Lat: 40.817281, Lng: -86.876281), Route carried "on" structure: US 421, Year Built: 1929, Year Reconstructed: 1960, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 6,819 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 9,444 (year 2030), Design Load: H 20, Features Intersected: HOAGLAND DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.360, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 38.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 3239, Location: 02.20 N SR 16 (Lat: 40.900189, Lng: -86.879600), Route carried "on" structure: US 421, Year Built: 1929, Year Reconstructed: 1960, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 4,798 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 6,645 (year 2030), Design Load: H 20, Features Intersected: BROWN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.534, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: May 2021
Structure Number: 3239, Location: 02.20 N SR 16 (Lat: 40.900189, Lng: -86.879600), Route carried "on" structure: US 421, Year Built: 1929, Year Reconstructed: 1960, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 4,798 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 6,645 (year 2030), Design Load: H 20, Features Intersected: BROWN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.534, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: May 2021
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Structure Number: 76584, Location: 00.72 S SR 16 (Lat: 40.857539, Lng: -86.878997), Route carried "on" structure: US 421, Year Built: 2009, Year Reconstructed: 2020, Status: Open, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 6,960 (year 2008), Truck Traffic: 22%, Average Future Daily Traffic: 7,210 (year 2028), Design Load: HS 20, Features Intersected: LITTLE MONON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.834, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 59.3 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: 39.5 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 76584, Location: 00.72 S SR 16 (Lat: 40.857539, Lng: -86.878997), Route carried "on" structure: US 421, Year Built: 2009, Year Reconstructed: 2020, Status: Open, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 6,960 (year 2008), Truck Traffic: 22%, Average Future Daily Traffic: 7,210 (year 2028), Design Load: HS 20, Features Intersected: LITTLE MONON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.834, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 59.3 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: 39.5 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9100073, Location: 00.35 S MONON RD (Lat: 40.842950, Lng: -86.817269), Route carried "on" structure: County highway 61, Year Built: 1930, Year Reconstructed: 1967, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,200 (year 2038), Design Load: HS 20, Features Intersected: LITTLE MONON 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: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: September 2019, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,000,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9100073, Location: 00.35 S MONON RD (Lat: 40.842950, Lng: -86.817269), Route carried "on" structure: County highway 61, Year Built: 1930, Year Reconstructed: 1967, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,200 (year 2038), Design Load: HS 20, Features Intersected: LITTLE MONON 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: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: September 2019, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,000,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9100074, Location: 00.29 S CR 1000 N (Lat: 40.894000, Lng: -86.854300), Route carried "on" structure: County highway 163, Year Built: 1978, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 130 (year 2040), Design Load: HS 20, Features Intersected: BROWN DITCH, 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: 4.9m (16.1ft), Skew: 3 degrees, 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: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $25,000, Total Project Cost: $247,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9100074, Location: 00.29 S CR 1000 N (Lat: 40.894000, Lng: -86.854300), Route carried "on" structure: County highway 163, Year Built: 1978, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 130 (year 2040), Design Load: HS 20, Features Intersected: BROWN DITCH, 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: 4.9m (16.1ft), Skew: 3 degrees, 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: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $25,000, Total Project Cost: $247,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9100075, Location: 00.82 S N COUNTY LINE RD (Lat: 40.900519, Lng: -86.892731), Route carried "on" structure: County highway 147, Year Built: 1977, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2038), Design Load: HS 20, Features Intersected: BROWN 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: 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: 8.4m (27.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 9100075, Location: 00.82 S N COUNTY LINE RD (Lat: 40.900519, Lng: -86.892731), Route carried "on" structure: County highway 147, Year Built: 1977, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2038), Design Load: HS 20, Features Intersected: BROWN 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: 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: 8.4m (27.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 9100076, Location: 00.85 S N COUNTY LINE RD (Lat: 40.900150, Lng: -86.878461), Route carried "on" structure: County highway 25, Year Built: 1993, Status: Open, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2038), Design Load: HS 20, Features Intersected: BROWN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 9100076, Location: 00.85 S N COUNTY LINE RD (Lat: 40.900150, Lng: -86.878461), Route carried "on" structure: County highway 25, Year Built: 1993, Status: Open, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2038), Design Load: HS 20, Features Intersected: BROWN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 9100078, Location: 00.41 S MONON RD (Lat: 40.842031, Lng: -86.843261), Route carried "on" structure: County highway 159, Year Built: 1968, Status: Posted for load-capacity, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 115 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: LITTLE MONON CREEK, Facility Carried by Structure: CR 150E
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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 50.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.4 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, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $32,000, Total Project Cost: $322,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9100078, Location: 00.41 S MONON RD (Lat: 40.842031, Lng: -86.843261), Route carried "on" structure: County highway 159, Year Built: 1968, Status: Posted for load-capacity, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 115 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: LITTLE MONON CREEK, Facility Carried by Structure: CR 150E
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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 50.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.4 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, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $32,000, Total Project Cost: $322,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9100079, Location: 00.16 S MONON RD (Lat: 40.845539, Lng: -86.852911), Route carried "on" structure: County highway 59, Year Built: 1962, Year Reconstructed: 2016, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2038), Features Intersected: LITTLE MONON 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: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9100079, Location: 00.16 S MONON RD (Lat: 40.845539, Lng: -86.852911), Route carried "on" structure: County highway 59, Year Built: 1962, Year Reconstructed: 2016, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2038), Features Intersected: LITTLE MONON 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: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 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: 910008, Location: 00.07 W MONON RD (Lat: 40.847500, Lng: -86.856911), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 750 (year 2038), Design Load: HS 20, Features Intersected: MCKILLIP DITCH, Facility Carried by Structure: QUARRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 910008, Location: 00.07 W MONON RD (Lat: 40.847500, Lng: -86.856911), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 750 (year 2038), Design Load: HS 20, Features Intersected: MCKILLIP DITCH, Facility Carried by Structure: QUARRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 9100081, Location: 00.01 N CR 650 N (Lat: 40.843819, Lng: -86.910381), Route carried "on" structure: County highway 37, Year Built: 1961, Status: Open, Structure Length: 2.21m (7.25ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 120 (year 2038), Design Load: H 20, Features Intersected: LITTLE MONON CREEK, Facility Carried by Structure: CR 200W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9100081, Location: 00.01 N CR 650 N (Lat: 40.843819, Lng: -86.910381), Route carried "on" structure: County highway 37, Year Built: 1961, Status: Open, Structure Length: 2.21m (7.25ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 120 (year 2038), Design Load: H 20, Features Intersected: LITTLE MONON CREEK, Facility Carried by Structure: CR 200W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9100082, Location: 00.13 N CR 1000 N (Lat: 40.899311, Lng: -86.911789), Route carried "on" structure: County highway 37, Year Built: 1979, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2038), Design Load: HS 20, Features Intersected: BROWN DITCH, Facility Carried by Structure: CR 200W
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), Skew: 2 degrees, 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: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $11,000, Total Project Cost: $109,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9100082, Location: 00.13 N CR 1000 N (Lat: 40.899311, Lng: -86.911789), Route carried "on" structure: County highway 37, Year Built: 1979, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2038), Design Load: HS 20, Features Intersected: BROWN DITCH, Facility Carried by Structure: CR 200W
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), Skew: 2 degrees, 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: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $11,000, Total Project Cost: $109,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9100083, Location: 00.38 W LOWES RD (Lat: 40.883669, Lng: -86.844681), Route carried "on" structure: County highway 98, Year Built: 1982, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2038), Design Load: HS 20, Features Intersected: BROWN DITCH, Facility Carried by Structure: CR 900N
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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 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 desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $237,000, Roadway Improvement Cost: $26,000, Total Project Cost: $263,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9100083, Location: 00.38 W LOWES RD (Lat: 40.883669, Lng: -86.844681), Route carried "on" structure: County highway 98, Year Built: 1982, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2038), Design Load: HS 20, Features Intersected: BROWN DITCH, Facility Carried by Structure: CR 900N
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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 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 desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $237,000, Roadway Improvement Cost: $26,000, Total Project Cost: $263,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9100084, Location: 00.14 N CR 675 N (Lat: 40.851889, Lng: -86.891469), Route carried "on" structure: County highway 45, Year Built: 1967, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 120 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: LITTLE MONON 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: 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: 8.5m (27.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9100084, Location: 00.14 N CR 675 N (Lat: 40.851889, Lng: -86.891469), Route carried "on" structure: County highway 45, Year Built: 1967, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 120 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: LITTLE MONON 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: 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: 8.5m (27.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9100085, Location: 00.51 N CR 400 N (Lat: 40.817169, Lng: -86.891369), Route carried "on" structure: Alternate County highway 45, Year Built: 1995, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 120 (year 2038), Design Load: HS 20, Features Intersected: HOAGLAND 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: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 9100085, Location: 00.51 N CR 400 N (Lat: 40.817169, Lng: -86.891369), Route carried "on" structure: Alternate County highway 45, Year Built: 1995, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 120 (year 2038), Design Load: HS 20, Features Intersected: HOAGLAND 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: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 9100092, Location: 00.59 S CR 500 N (Lat: 40.817389, Lng: -86.853019), Route carried "on" structure: County highway 57, Year Built: 1982, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2038), Design Load: HS 20, Features Intersected: HOAGLAND DITCH, 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: 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: 13.4m (44.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9100092, Location: 00.59 S CR 500 N (Lat: 40.817389, Lng: -86.853019), Route carried "on" structure: County highway 57, Year Built: 1982, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2038), Design Load: HS 20, Features Intersected: HOAGLAND DITCH, 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: 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: 13.4m (44.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9100093, Location: 00.58 S CR 500 N (Lat: 40.817319, Lng: -86.872269), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2038), Design Load: HS 20, Features Intersected: HOAGLAND DITCH, Facility Carried by Structure: MERIDIAN RD
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: 12.8m (42.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 9100093, Location: 00.58 S CR 500 N (Lat: 40.817319, Lng: -86.872269), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2038), Design Load: HS 20, Features Intersected: HOAGLAND DITCH, Facility Carried by Structure: MERIDIAN RD
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: 12.8m (42.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 9100098, Location: 00.36 N CR 400 N (Lat: 40.815500, Lng: -86.915169), Route carried "on" structure: County highway 143, Year Built: 1969, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 120 (year 2038), Design Load: HS 20, Features Intersected: HOAGLAND DITCH, Facility Carried by Structure: CR 225W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9100098, Location: 00.36 N CR 400 N (Lat: 40.815500, Lng: -86.915169), Route carried "on" structure: County highway 143, Year Built: 1969, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 120 (year 2038), Design Load: HS 20, Features Intersected: HOAGLAND DITCH, Facility Carried by Structure: CR 225W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9100201, Location: 00.03 N CR 775 S (Lat: 40.638669, Lng: -86.772589), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,200 (year 2038), Design Load: HS 20, Features Intersected: BIG CREEK DITCH, Facility Carried by Structure: SPRINGBORO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.75m (12.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $332,000, Roadway Improvement Cost: $37,000, Total Project Cost: $369,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9100201, Location: 00.03 N CR 775 S (Lat: 40.638669, Lng: -86.772589), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,200 (year 2038), Design Load: HS 20, Features Intersected: BIG CREEK DITCH, Facility Carried by Structure: SPRINGBORO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.75m (12.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $332,000, Roadway Improvement Cost: $37,000, Total Project Cost: $369,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9100206, Location: 00.12 W CR 100 E (Lat: 40.898200, Lng: -86.856781), Route carried "on" structure: County highway 1000, Year Built: 2016, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 2 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2 (year 2036), Design Load: HS 20, Features Intersected: HUSSEY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 9100206, Location: 00.12 W CR 100 E (Lat: 40.898200, Lng: -86.856781), Route carried "on" structure: County highway 1000, Year Built: 2016, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 2 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2 (year 2036), Design Load: HS 20, Features Intersected: HUSSEY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 9100215, Location: 00.16 SE CR 900 N (Lat: 40.881669, Lng: -86.836250), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2038), Design Load: HS 20, Features Intersected: BROWN DITCH, Facility Carried by Structure: LOWES 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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.8m (45.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9100215, Location: 00.16 SE CR 900 N (Lat: 40.881669, Lng: -86.836250), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2038), Design Load: HS 20, Features Intersected: BROWN DITCH, Facility Carried by Structure: LOWES 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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.8m (45.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 910024, Location: 00.25 S CR 750 N (Lat: 40.858611, Lng: -86.815081), Route carried "on" structure: County highway 61, Year Built: 2018, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 340 (year 2038), Design Load: HL 93, Features Intersected: BIG MONON 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: 6.2m (20.3ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 34.7 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: 26.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 910024, Location: 00.25 S CR 750 N (Lat: 40.858611, Lng: -86.815081), Route carried "on" structure: County highway 61, Year Built: 2018, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 340 (year 2038), Design Load: HL 93, Features Intersected: BIG MONON 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: 6.2m (20.3ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 34.7 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: 26.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous