Bridge Statistics for Brazil, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 118ft / 36.3mTotal length
- $581,000Total costs
- 110,046Total average daily traffic
- 11,104Total average daily truck traffic
- 206,001Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Brazil
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 11950-1959
- 21960-1969
- 61970-1979
- 21980-1989
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 6.7%Very good
- 40.0%Good
- 26.7%Satisfactory
- 26.7%Fair
- Bridge Condition - Superstructure
- 5.9%Very good
- 52.9%Good
- 17.6%Satisfactory
- 17.6%Fair
- 5.9%Poor
- Bridge Condition - Substructure
- 23.5%Very good
- 35.3%Good
- 23.5%Satisfactory
- 11.8%Fair
- 5.9%Poor
- Bridge Condition - Channel
- 6.7%Very good
- 33.3%Good
- 53.3%Satisfactory
- 6.7%Poor
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Structure Number: 213, Location: 00.31 N I-70 (Lat: 39.453969, Lng: -87.126231), Route carried "on" structure: State highway 59, Year Built: 1984, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 8,589 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 11,896 (year 2032), Design Load: HS 20, Features Intersected: LITTLE BIRCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.558, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: 33.4 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: Somewhat better than minimum adequacy, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 213, Location: 00.31 N I-70 (Lat: 39.453969, Lng: -87.126231), Route carried "on" structure: State highway 59, Year Built: 1984, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 8,589 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 11,896 (year 2032), Design Load: HS 20, Features Intersected: LITTLE BIRCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.558, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: 33.4 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: Somewhat better than minimum adequacy, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2131, Location: 02.29 S US 40 (Lat: 39.490461, Lng: -87.125711), Route carried "on" structure: State highway 59, Year Built: 1931, Year Reconstructed: 1960, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 8,589 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 11,896 (year 2032), Design Load: H 20, Features Intersected: BIRCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.629, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 97.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 92.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 2131, Location: 02.29 S US 40 (Lat: 39.490461, Lng: -87.125711), Route carried "on" structure: State highway 59, Year Built: 1931, Year Reconstructed: 1960, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 8,589 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 11,896 (year 2032), Design Load: H 20, Features Intersected: BIRCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.629, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 97.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 92.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 2133, Location: 01.76 N US 40 (Lat: 39.548781, Lng: -87.124831), Route carried "on" structure: State highway 59, Year Built: 1954, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 4,999 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 6,924 (year 2033), Design Load: HS 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.147, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Superstructure: Good, Substructure: Very good, Channel: Good, 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: Better than present minimum 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: November 2021
Structure Number: 2133, Location: 01.76 N US 40 (Lat: 39.548781, Lng: -87.124831), Route carried "on" structure: State highway 59, Year Built: 1954, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 4,999 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 6,924 (year 2033), Design Load: HS 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.147, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Superstructure: Good, Substructure: Very good, Channel: Good, 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: Better than present minimum 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: November 2021
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Structure Number: 4953, Location: 00.84 E I-64 (Lat: 38.311031, Lng: -85.845881), Route carried "on" structure: Interstate 265, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 27,303 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 57,021 (year 2033), Design Load: HS 20+Mod, Features Intersected: STATE STREET NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.2 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: 40.2 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4953, Location: 00.84 E I-64 (Lat: 38.311031, Lng: -85.845881), Route carried "on" structure: Interstate 265, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 27,303 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 57,021 (year 2033), Design Load: HS 20+Mod, Features Intersected: STATE STREET NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.2 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: 40.2 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4983, Location: 01.50 N I-74 (Lat: 39.751469, Lng: -86.033589), Route carried "on" structure: Interstate 465, Year Built: 1965, Year Reconstructed: 2000, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 57,187 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 114,000 (year 2035), Design Load: HS 20, Features Intersected: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.333, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 26.1m (85.6ft), Out-to-Out Width: 26.9m (88.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 29.2 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: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4983, Location: 01.50 N I-74 (Lat: 39.751469, Lng: -86.033589), Route carried "on" structure: Interstate 465, Year Built: 1965, Year Reconstructed: 2000, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 57,187 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 114,000 (year 2035), Design Load: HS 20, Features Intersected: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.333, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 26.1m (85.6ft), Out-to-Out Width: 26.9m (88.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 29.2 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: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1100005, Location: 00.40 S of CR 1350 N (Lat: 39.578889, Lng: -87.162100), Route carried "on" structure: County highway 37, Year Built: 1974, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 382 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 481 (year 2038), Design Load: HS 20, Features Intersected: Little 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: 5.5m (18.0ft), 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: 6.4m (21.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1100005, Location: 00.40 S of CR 1350 N (Lat: 39.578889, Lng: -87.162100), Route carried "on" structure: County highway 37, Year Built: 1974, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 382 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 481 (year 2038), Design Load: HS 20, Features Intersected: Little 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: 5.5m (18.0ft), 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: 6.4m (21.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1100006, Location: 00.20 S of CR 1100 N (Lat: 39.545250, Lng: -87.162319), Route carried "on" structure: County highway 37, Year Built: 1978, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 286 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 361 (year 2038), Features Intersected: OTTER 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 - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1100006, Location: 00.20 S of CR 1100 N (Lat: 39.545250, Lng: -87.162319), Route carried "on" structure: County highway 37, Year Built: 1978, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 286 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 361 (year 2038), Features Intersected: OTTER 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 - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1100007, Location: 00.10 W of CR 200 W (Lat: 39.547700, Lng: -87.145669), Route carried "on" structure: County highway 256, Year Built: 1920, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 191 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 241 (year 2038), Features Intersected: OTTER Creek, Facility Carried by Structure: CR 1100N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1100007, Location: 00.10 W of CR 200 W (Lat: 39.547700, Lng: -87.145669), Route carried "on" structure: County highway 256, Year Built: 1920, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 191 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 241 (year 2038), Features Intersected: OTTER Creek, Facility Carried by Structure: CR 1100N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 1100011, Location: 00.10 S of CR 1000 N (Lat: 39.532400, Lng: -87.168400), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 509 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 642 (year 2038), Features Intersected: Waterworks Creek, Facility Carried by Structure: Kennedy Crossng Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.8m (22.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1100011, Location: 00.10 S of CR 1000 N (Lat: 39.532400, Lng: -87.168400), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 509 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 642 (year 2038), Features Intersected: Waterworks Creek, Facility Carried by Structure: Kennedy Crossng Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.8m (22.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1100012, Location: 00.20 E KEN CROSS RD (Lat: 39.526419, Lng: -87.163819), Route carried "on" structure: County highway 244, Year Built: 1935, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 127 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 160 (year 2038), Features Intersected: PENIEL RUN, Facility Carried by Structure: CR 950N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $92,000, Total Project Cost: $536,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1100012, Location: 00.20 E KEN CROSS RD (Lat: 39.526419, Lng: -87.163819), Route carried "on" structure: County highway 244, Year Built: 1935, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 127 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 160 (year 2038), Features Intersected: PENIEL RUN, Facility Carried by Structure: CR 950N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $92,000, Total Project Cost: $536,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1100014, Location: 00.10 N of CR 1025 N (Lat: 39.537769, Lng: -87.185819), Route carried "on" structure: County highway 27, Year Built: 1975, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 127 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 160 (year 2038), Features Intersected: OTTER Creek, Facility Carried by Structure: CR 425W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $25,000, Total Project Cost: $25,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1100014, Location: 00.10 N of CR 1025 N (Lat: 39.537769, Lng: -87.185819), Route carried "on" structure: County highway 27, Year Built: 1975, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 127 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 160 (year 2038), Features Intersected: OTTER Creek, Facility Carried by Structure: CR 425W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $25,000, Total Project Cost: $25,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 110003, Location: 00.40 W of Murphy Rd (Lat: 39.561661, Lng: -87.116481), Route carried "on" structure: County highway 80, Year Built: 1966, Status: Open, Structure Length: 2.55m (8.37ft), Average Daily Traffic: 445 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 562 (year 2038), Features Intersected: OTTER Creek, Facility Carried by Structure: CR 1200N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), 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: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 110003, Location: 00.40 W of Murphy Rd (Lat: 39.561661, Lng: -87.116481), Route carried "on" structure: County highway 80, Year Built: 1966, Status: Open, Structure Length: 2.55m (8.37ft), Average Daily Traffic: 445 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 562 (year 2038), Features Intersected: OTTER Creek, Facility Carried by Structure: CR 1200N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), 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: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1100057, Location: 00.10 E of 150 W (Lat: 39.504000, Lng: -87.130231), Route carried "on" structure: County highway 242, Year Built: 2001, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 445 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 562 (year 2038), Design Load: HS 20, Features Intersected: BIRCH Creek, Facility Carried by Structure: CR 800N
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 28.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Corrugated Steel
Structure Number: 1100057, Location: 00.10 E of 150 W (Lat: 39.504000, Lng: -87.130231), Route carried "on" structure: County highway 242, Year Built: 2001, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 445 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 562 (year 2038), Design Load: HS 20, Features Intersected: BIRCH Creek, Facility Carried by Structure: CR 800N
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 28.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Corrugated Steel
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Structure Number: 1100062, Location: 00.10 W of CR 100 E (Lat: 39.474381, Lng: -87.091189), Route carried "on" structure: County highway 64, Year Built: 1985, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 253 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 320 (year 2038), Features Intersected: East Fork of Birch Creek, Facility Carried by Structure: CR 600N
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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1100062, Location: 00.10 W of CR 100 E (Lat: 39.474381, Lng: -87.091189), Route carried "on" structure: County highway 64, Year Built: 1985, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 253 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 320 (year 2038), Features Intersected: East Fork of Birch Creek, Facility Carried by Structure: CR 600N
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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1100067, Location: 00.40 E of SR 59 (Lat: 39.460269, Lng: -87.118039), Route carried "on" structure: County highway 60, Year Built: 1977, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 253 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 320 (year 2038), Features Intersected: BIRCH Creek, Facility Carried by Structure: CR 500N
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: 13.4m (44.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $20,000, Total Project Cost: $20,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1100067, Location: 00.40 E of SR 59 (Lat: 39.460269, Lng: -87.118039), Route carried "on" structure: County highway 60, Year Built: 1977, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 253 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 320 (year 2038), Features Intersected: BIRCH Creek, Facility Carried by Structure: CR 500N
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: 13.4m (44.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $20,000, Total Project Cost: $20,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1100271, Location: 00.50 N of CR 600 N (Lat: 39.482700, Lng: -87.089681), Route carried "on" structure: County highway 293, Year Built: 2009, Status: Posted for load, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 202 (year 2038), Features Intersected: Br of E Fork Birch Cr, 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: 5.2m (17.1ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 16.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1100271, Location: 00.50 N of CR 600 N (Lat: 39.482700, Lng: -87.089681), Route carried "on" structure: County highway 293, Year Built: 2009, Status: Posted for load, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 202 (year 2038), Features Intersected: Br of E Fork Birch Cr, 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: 5.2m (17.1ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 16.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 1100274, Location: 00.10 N of CR 1100 N (Lat: 39.547900, Lng: -87.142281), Route carried "on" structure: County highway 43, Year Built: 2012, Status: Open, Structure Length: 2.63m (8.63ft), Average Daily Traffic: 201 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 253 (year 2038), Design Load: HL 93, Features Intersected: OTTER 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: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1100274, Location: 00.10 N of CR 1100 N (Lat: 39.547900, Lng: -87.142281), Route carried "on" structure: County highway 43, Year Built: 2012, Status: Open, Structure Length: 2.63m (8.63ft), Average Daily Traffic: 201 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 253 (year 2038), Design Load: HL 93, Features Intersected: OTTER 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: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing