Bridge Statistics for Switz City, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 105ft / 31.8mTotal length
- $2,000,000Total costs
- 11,885Total average daily traffic
- 1,927Total average daily truck traffic
- 17,238Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Switz City
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11920-1929
- 11930-1939
- 11940-1949
- 11950-1959
- 21960-1969
- 21970-1979
- 21980-1989
- 12000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 7.1%Excellent
- 14.3%Very good
- 21.4%Good
- 28.6%Satisfactory
- 14.3%Fair
- 7.1%Poor
- 7.1%Serious
- Bridge Condition - Superstructure
- 7.1%Excellent
- 14.3%Very good
- 21.4%Good
- 21.4%Satisfactory
- 21.4%Fair
- 14.3%Poor
- Bridge Condition - Substructure
- 7.1%Excellent
- 7.1%Very good
- 35.7%Good
- 28.6%Satisfactory
- 14.3%Fair
- 7.1%Serious
- Bridge Condition - Channel
- 7.7%Excellent
- 7.7%Very good
- 30.8%Good
- 46.2%Satisfactory
- 7.7%Fair
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Structure Number: 2073, Location: 01.80 S US 231 (Lat: 39.006350, Lng: -87.016300), Route carried "on" structure: State highway 57, Year Built: 1929, Year Reconstructed: 1982, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,144 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 5,218 (year 2034), Design Load: H 20, Features Intersected: DIXON DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.760, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.3 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2073, Location: 01.80 S US 231 (Lat: 39.006350, Lng: -87.016300), Route carried "on" structure: State highway 57, Year Built: 1929, Year Reconstructed: 1982, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,144 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 5,218 (year 2034), Design Load: H 20, Features Intersected: DIXON DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.760, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.3 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2074, Location: 00.35 N SR 54 (Lat: 39.036800, Lng: -87.011581), Route carried "on" structure: US 231, Year Built: 1937, Year Reconstructed: 1981, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 2,190 (year 2018), Truck Traffic: 36%, Average Future Daily Traffic: 3,741 (year 2034), Design Load: H 20, Features Intersected: LATTAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.034, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.1m (46.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2074, Location: 00.35 N SR 54 (Lat: 39.036800, Lng: -87.011581), Route carried "on" structure: US 231, Year Built: 1937, Year Reconstructed: 1981, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 2,190 (year 2018), Truck Traffic: 36%, Average Future Daily Traffic: 3,741 (year 2034), Design Load: H 20, Features Intersected: LATTAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.034, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.1m (46.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2379, Location: 01.23 S SR 54 (Lat: 39.017881, Lng: -87.063150), Route carried "on" structure: State highway 67, Year Built: 1987, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 3,166 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 4,385 (year 2032), Design Load: HS 20, Features Intersected: HICK DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.110, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2379, Location: 01.23 S SR 54 (Lat: 39.017881, Lng: -87.063150), Route carried "on" structure: State highway 67, Year Built: 1987, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 3,166 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 4,385 (year 2032), Design Load: HS 20, Features Intersected: HICK DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.110, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 23801, Location: 01.01 N SR 54 (Lat: 39.044489, Lng: -87.043889), Route carried "on" structure: State highway 67, Year Built: 2020, Status: Open, Structure Length: 3.80m (12.47ft), Average Daily Traffic: 1,610 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,610 (year 2040), Design Load: HL 93, Features Intersected: LATTICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.714, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23801, Location: 01.01 N SR 54 (Lat: 39.044489, Lng: -87.043889), Route carried "on" structure: State highway 67, Year Built: 2020, Status: Open, Structure Length: 3.80m (12.47ft), Average Daily Traffic: 1,610 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,610 (year 2040), Design Load: HL 93, Features Intersected: LATTICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.714, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 2800091, Location: 0.30 E OF CR 700 W (Lat: 39.082100, Lng: -87.066181), Route carried "on" structure: County highway 20, Year Built: 1975, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2031), Design Load: HS 20, Features Intersected: MILLER CREEK, Facility Carried by Structure: CR 400 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2800091, Location: 0.30 E OF CR 700 W (Lat: 39.082100, Lng: -87.066181), Route carried "on" structure: County highway 20, Year Built: 1975, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2031), Design Load: HS 20, Features Intersected: MILLER CREEK, Facility Carried by Structure: CR 400 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2800128, Location: 0.30 S OF CR 300 N (Lat: 39.063100, Lng: -87.072311), Route carried "on" structure: County highway 69, Year Built: 1977, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 440 (year 2011), Truck Traffic: 40%, Average Future Daily Traffic: 570 (year 2031), Features Intersected: LATTAS CREEK, Facility Carried by Structure: CR 700 WEST
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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.7m (38.4ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2800128, Location: 0.30 S OF CR 300 N (Lat: 39.063100, Lng: -87.072311), Route carried "on" structure: County highway 69, Year Built: 1977, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 440 (year 2011), Truck Traffic: 40%, Average Future Daily Traffic: 570 (year 2031), Features Intersected: LATTAS CREEK, Facility Carried by Structure: CR 700 WEST
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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.7m (38.4ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2800132, Location: 0.20 S OF CR 200 N (Lat: 39.049500, Lng: -87.025611), Route carried "on" structure: County highway 263, Year Built: 1969, Status: Posted for load, Structure Length: 3.31m (10.86ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2031), Features Intersected: LATTAS CREEK, Facility Carried by Structure: CR 450 WEST
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, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.9 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $150,000, Total Project Cost: $450,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2800132, Location: 0.20 S OF CR 200 N (Lat: 39.049500, Lng: -87.025611), Route carried "on" structure: County highway 263, Year Built: 1969, Status: Posted for load, Structure Length: 3.31m (10.86ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2031), Features Intersected: LATTAS CREEK, Facility Carried by Structure: CR 450 WEST
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, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.9 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $150,000, Total Project Cost: $450,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2800133, Location: 0.20 E OF CR 600 W (Lat: 39.052939, Lng: -87.050489), Route carried "on" structure: County highway 108, Year Built: 1984, Status: Open, Structure Length: 2.21m (7.25ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2031), Features Intersected: LATTAS CREEK, Facility Carried by Structure: CR 200 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2800133, Location: 0.20 E OF CR 600 W (Lat: 39.052939, Lng: -87.050489), Route carried "on" structure: County highway 108, Year Built: 1984, Status: Open, Structure Length: 2.21m (7.25ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2031), Features Intersected: LATTAS CREEK, Facility Carried by Structure: CR 200 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2800134, Location: 0.50 N OF CR 200 N (Lat: 39.060511, Lng: -87.053311), Route carried "on" structure: County highway 73, Year Built: 1969, Year Reconstructed: 2021, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 420 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 540 (year 2031), Design Load: HS 20, Features Intersected: LATTAS CREEK, Facility Carried by Structure: CR 600 WEST
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2800134, Location: 0.50 N OF CR 200 N (Lat: 39.060511, Lng: -87.053311), Route carried "on" structure: County highway 73, Year Built: 1969, Year Reconstructed: 2021, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 420 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 540 (year 2031), Design Load: HS 20, Features Intersected: LATTAS CREEK, Facility Carried by Structure: CR 600 WEST
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2800135, Location: 0.30 N OF CR 100 S (Lat: 39.013611, Lng: -87.053389), Route carried "on" structure: County highway 9, Year Built: 1905, Status: Posted for load, Structure Length: 2.58m (8.46ft), Average Daily Traffic: 95 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 124 (year 2040), Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: CR 600 WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $250,000, Total Project Cost: $750,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2800135, Location: 0.30 N OF CR 100 S (Lat: 39.013611, Lng: -87.053389), Route carried "on" structure: County highway 9, Year Built: 1905, Status: Posted for load, Structure Length: 2.58m (8.46ft), Average Daily Traffic: 95 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 124 (year 2040), Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: CR 600 WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $250,000, Total Project Cost: $750,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2800137, Location: 0.80 S OF BASELINE ROAD (Lat: 39.010539, Lng: -87.034719), Route carried "on" structure: County highway 11, Year Built: 2000, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2031), Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: CR 500 WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Open Grating
Structure Number: 2800137, Location: 0.80 S OF BASELINE ROAD (Lat: 39.010539, Lng: -87.034719), Route carried "on" structure: County highway 11, Year Built: 2000, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2031), Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: CR 500 WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Open Grating
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Structure Number: 2800189, Location: 0.60 W OF SR 57 (Lat: 39.008900, Lng: -87.027519), Route carried "on" structure: County highway 14, Year Built: 1950, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2031), Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: CR 100 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $150,000, Total Project Cost: $400,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2800189, Location: 0.60 W OF SR 57 (Lat: 39.008900, Lng: -87.027519), Route carried "on" structure: County highway 14, Year Built: 1950, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2031), Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: CR 100 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $150,000, Total Project Cost: $400,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2800193, Location: 0.10 S OF CR 300 N (Lat: 39.065811, Lng: -87.090919), Route carried "on" structure: County highway 35, Year Built: 1945, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2031), Features Intersected: LATTAS CREEK, Facility Carried by Structure: CR 800 WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Serious, Channel: Fair, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 2800193, Location: 0.10 S OF CR 300 N (Lat: 39.065811, Lng: -87.090919), Route carried "on" structure: County highway 35, Year Built: 1945, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2031), Features Intersected: LATTAS CREEK, Facility Carried by Structure: CR 800 WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Serious, Channel: Fair, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 2800221, Location: 0.40 N OF BASELINE ROAD (Lat: 39.029219, Lng: -87.081311), Route carried "on" structure: County highway 65, Year Built: 2016, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 160 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2031), Design Load: HL 93, Features Intersected: INDIANA RAILROAD, Facility Carried by Structure: CR 750 WEST
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.2m (102.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2800221, Location: 0.40 N OF BASELINE ROAD (Lat: 39.029219, Lng: -87.081311), Route carried "on" structure: County highway 65, Year Built: 2016, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 160 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2031), Design Load: HL 93, Features Intersected: INDIANA RAILROAD, Facility Carried by Structure: CR 750 WEST
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.2m (102.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing