Bridge Statistics for Washington, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 80268,  Location: 02.47 N US 50 (Lat: 38.692850,  Lng: -87.120381),  Route carried "on" structure: Interstate 69,  Year Built: 2012,  Status: Open,  Structure Length: 2.00m (6.56ft),  Average Daily Traffic: 7,500 (year 2010),  Truck Traffic: 23%,  Average Future Daily Traffic: 10,700 (year 2030),  Design Load: HL 93,  Features Intersected: UNT EAGAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.835,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.5 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: 31.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 80272,  Location: 02.50 N US 50 (Lat: 38.692950,  Lng: -87.121200),  Route carried "on" structure: County highway 250,  Year Built: 2012,  Status: Open,  Structure Length: 2.00m (6.56ft),  Average Daily Traffic: 399 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 399 (year 2030),  Design Load: HL 93,  Features Intersected: UNT EAGAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.752,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.0 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: 44.1 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: September 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: 80274,  Location: 03.04 N US 50 (Lat: 38.699539,  Lng: -87.115100),  Route carried "on" structure: Interstate 69,  Year Built: 2012,  Status: Open,  Structure Length: 8.28m (27.17ft),  Average Daily Traffic: 7,500 (year 2010),  Truck Traffic: 23%,  Average Future Daily Traffic: 10,700 (year 2030),  Design Load: HL 93,  Features Intersected: EAGAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.704,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.8 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: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 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: 80276,  Location: 03.04 N US 50 (Lat: 38.699819,  Lng: -87.115161),  Route carried "on" structure: Interstate 69,  Year Built: 2012,  Status: Open,  Structure Length: 8.28m (27.17ft),  Average Daily Traffic: 7,500 (year 2010),  Truck Traffic: 23%,  Average Future Daily Traffic: 10,700 (year 2030),  Design Load: HL 93,  Features Intersected: EAGAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.704,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 53.8 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: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 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: 1400021,  Location: 00.36 S of CR 400 N (Lat: 38.709461,  Lng: -87.185511),  Route carried "on" structure: County highway 11,  Year Built: 1971,  Status: Open,  Structure Length: 4.31m (14.14ft),  Average Daily Traffic: 1,007 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,316 (year 2033),  Design Load: HS 20,  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: CR 100W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.9 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: 38.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400109,  Location: 00.58 N of CR 350 N (Lat: 38.718250,  Lng: -87.119789),  Route carried "on" structure: Alternate County highway 25,  Year Built: 1996,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 137 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 180 (year 2033),  Design Load: HS 20,  Features Intersected: EAGAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 33.0 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: 25.6 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: 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: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400113,  Location: 00.25 E of CR 250 E (Lat: 38.706069,  Lng: -87.115119),  Route carried "on" structure: County highway 38,  Year Built: 1990,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 97 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 127 (year 2033),  Design Load: HS 20,  Features Intersected: EAGAN DITCH,  Facility Carried by Structure: CR 350N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.1m (13.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1400137,  Location: 00.33 E of CRSR 57 (Lat: 38.691381,  Lng: -87.162511),  Route carried "on" structure: County highway 196,  Year Built: 1988,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 182 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 239 (year 2033),  Features Intersected: BRANCH OF PRAIRIE CREEK,  Facility Carried by Structure: CR 250N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 23.0 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: 17.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 140014,  Location: 00.51 S of CR 400 N (Lat: 38.707469,  Lng: -87.208919),  Route carried "on" structure: County highway 99,  Year Built: 1998,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 57 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 75 (year 2033),  Design Load: HS 20,  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: CR 225W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Deck Structure Type: Open Grating

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Structure Number: 1400142,  Location: 00.38 S of CR 300 S (Lat: 38.606981,  Lng: -87.222481),  Route carried "on" structure: County highway 1,  Year Built: 1986,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 92 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 120 (year 2033),  Design Load: HS 20,  Features Intersected: VEALES 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: 6.4m (21.0ft),  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: 12.2m (40.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.4 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: 29.8 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: 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: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400144,  Location: 00.30 E of CR 300 W (Lat: 38.612681,  Lng: -87.216783),  Route carried "on" structure: County highway 18,  Year Built: 1992,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 135 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 177 (year 2033),  Design Load: HS 20,  Features Intersected: BRANCH OF VEALES CREEK,  Facility Carried by Structure: CR 300S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400145,  Location: 00.40 E of HORRALL Rd (Lat: 38.611889,  Lng: -87.158958),  Route carried "on" structure: Alternate County highway 18,  Year Built: 1959,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 219 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 287 (year 2033),  Design Load: HS 20,  Features Intersected: VEALES CREEK,  Facility Carried by Structure: CR 300S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $335,000 ( Estimate for 2017),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400156,  Location: 00.07 N of CR 100 W (Lat: 38.605581,  Lng: -87.183158),  Route carried "on" structure: County highway 9,  Year Built: 1972,  Status: Posted for load,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 591 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 774 (year 2033),  Design Load: HS 20,  Features Intersected: VEALES CREEK,  Facility Carried by Structure: CR 100W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 18.5 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: 12.6 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  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: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400157,  Location: 00.47 S of CR 300 S (Lat: 38.605981,  Lng: -87.166167),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 683 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 893 (year 2033),  Design Load: HS 20,  Features Intersected: VEALES CREEK,  Facility Carried by Structure: HORRALL Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400161,  Location: 00.06 E of CR 350 E (Lat: 38.633289,  Lng: -87.099889),  Route carried "on" structure: County highway 31,  Year Built: 1977,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 177 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 232 (year 2033),  Design Load: HS 20,  Features Intersected: VEALES CREEK,  Facility Carried by Structure: CR 150S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400162,  Location: 00.04 S of CR 250 S (Lat: 38.619111,  Lng: -87.142419),  Route carried "on" structure: County highway 131,  Year Built: 1971,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 193 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 252 (year 2033),  Design Load: HS 20,  Features Intersected: VEALES CREEK,  Facility Carried by Structure: CR 125E
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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.5 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: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1400163,  Location: 00.17 E of CRSR 257 (Lat: 38.626019,  Lng: -87.121350),  Route carried "on" structure: County highway 164,  Year Built: 1995,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 125 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 163 (year 2033),  Design Load: HS 20,  Features Intersected: BRANCH OF VEALES CREEK,  Facility Carried by Structure: CR 200S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400169,  Location: 00.06 E of CRSR 57 (Lat: 38.729339,  Lng: -87.165681),  Route carried "on" structure: County highway 226,  Year Built: 1996,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 92 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 120 (year 2033),  Features Intersected: BRANCH OF PRAIRIE 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: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.3 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,  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: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1400171,  Location: 00.25 N of Old 50 (Lat: 38.651261,  Lng: -87.226569),  Route carried "on" structure: County highway 3,  Year Built: 1979,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 435 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 569 (year 2033),  Features Intersected: HAWKINS CREEK
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.9m (65.3ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400172,  Location: 00.46 W of CR 300 W (Lat: 38.677881,  Lng: -87.230325),  Route carried "on" structure: County highway 32,  Year Built: 1984,  Status: Open,  Structure Length: 5.62m (18.44ft),  Average Daily Traffic: 597 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 780 (year 2033),  Design Load: HS 20,  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: CR 150N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 28.8 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: 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: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400173,  Location: 00.08 S of OAK St (Lat: 38.654431,  Lng: -87.189000),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 370 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 484 (year 2033),  Design Load: HS 20,  Features Intersected: HAWKINS CREEK,  Facility Carried by Structure: SW 11TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.4 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: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400176,  Location: 00.27 N OF OLD 50 (Lat: 38.652131,  Lng: -87.203531),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,801 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 2,355 (year 2033),  Design Load: HS 20,  Features Intersected: HAWKINS CREEK,  Facility Carried by Structure: CLARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Open Grating

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Structure Number: 1400201,  Location: 00.20 S of CR 1600 N (Lat: 38.885661,  Lng: -87.054847),  Route carried "on" structure: County highway 195,  Year Built: 1983,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 88 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 115 (year 2033),  Features Intersected: VERTREES DITCH,  Facility Carried by Structure: CR 600E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.5m (8.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 1400206,  Location: 00.01 N of CR 150 N (Lat: 38.678139,  Lng: -87.221419),  Route carried "on" structure: County highway 3,  Year Built: 1991,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 171 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 224 (year 2033),  Features Intersected: DITCH TO PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.6 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400207,  Location: 00.06 S of WINBROOK Dr (Lat: 38.663761,  Lng: -87.162139),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,364 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,784 (year 2033),  Features Intersected: GOLF CREEK,  Facility Carried by Structure: E 12TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  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: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400209,  Location: 00.61 S of US 50 (Lat: 38.645539,  Lng: -87.128369),  Route carried "on" structure: Alternate County highway 23,  Year Built: 1991,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 40 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 53 (year 2033),  Features Intersected: HURRICANE BRANCH,  Facility Carried by Structure: CR 200E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1400257,  Location: 00.10 E SR 257 (Lat: 38.632961,  Lng: -87.129550),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 550 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 690 (year 2030),  Design Load: HL 93,  Features Intersected: BRANCH HURRICANE CREEK,  Facility Carried by Structure: CR 150S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.1 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 1400312,  Location: 00.11 E of CRSR 257 (Lat: 38.618811,  Lng: -87.117181),  Route carried "on" structure: Alternate County highway 160,  Year Built: 1997,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 114 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 150 (year 2033),  Design Load: HS 20,  Features Intersected: BRANCH OF VEALES CREEK,  Facility Carried by Structure: CR 250S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400314,  Location: 00.01 E of CR 125 E (Lat: 38.612400,  Lng: -87.142250),  Route carried "on" structure: Business County highway 144,  Year Built: 1997,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 28 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 37 (year 2033),  Features Intersected: BRANCH OF VEALES CREEK,  Facility Carried by Structure: CR 300S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.6 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 140032,  Location: 00.08 S of CR 1600 N (Lat: 38.886100,  Lng: -87.017731),  Route carried "on" structure: County highway 63,  Year Built: 2007,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 327 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 427 (year 2033),  Design Load: HS 20,  Features Intersected: WEAVER DITCH,  Facility Carried by Structure: CR 800E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Open Grating

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Structure Number: 1400322,  Location: 00.03 S of COSBY RD (Lat: 38.654850,  Lng: -87.193761),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 513 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 671 (year 2033),  Design Load: HS 20,  Features Intersected: HAWKINS CREEK,  Facility Carried by Structure: SW 16th St
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: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 2021,  Deck Structure Type: Open Grating

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Structure Number: 1400327,  Location: 0.10 N of CR 300 S (Lat: 38.613681,  Lng: -87.142469),  Route carried "on" structure: County highway 131,  Year Built: 1997,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 193 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 252 (year 2033),  Features Intersected: VEALES CREEK,  Facility Carried by Structure: CR 125 E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.3m (17.4ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 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: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400328,  Location: 00.03 N HAZEL ST (Lat: 38.657231,  Lng: -87.157581),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 2,095 (year 0204),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,633 (year 2033),  Design Load: HL 93,  Features Intersected: CSX RR,  Facility Carried by Structure: SE 15TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.1m (59.4ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.0 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: 54.8 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18314,  Location: 02.86 W SR 57 (Lat: 38.643531,  Lng: -87.229753),  Route carried "under" structure: County highway ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 15%,  Features Intersected: S AKESTER RD,  Facility Carried by Structure: US 50 EB
Minimum Vertical Clearance: 7.04m (23.10ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: 18315,  Location: 02.86 W SR 57 (Lat: 38.643761,  Lng: -87.229644),  Route carried "under" structure: County highway ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 15%,  Features Intersected: S AKESTER RD,  Facility Carried by Structure: US 50 WB
Minimum Vertical Clearance: 7.19m (23.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: 80214,  Location: 04.34 S SR 257 (Lat: 38.588861,  Lng: -87.188278),  Route carried "under" structure: Interstate 69,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 8,935 (year 2010),  Truck Traffic: 27%,  Features Intersected: I-69 NBL,  Facility Carried by Structure: CR 450S
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 89.737,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 32.2m (105.6ft)

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Structure Number: 80214,  Location: 04.34 S SR 257 (Lat: 38.588861,  Lng: -87.188278),  Route carried "under" structure: Interstate 69,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 8,935 (year 2010),  Truck Traffic: 27%,  Features Intersected: I-69 SBL,  Facility Carried by Structure: CR 450S
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 89.737,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 32.2m (105.6ft)

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Structure Number: 80216,  Location: 03.46 S SR 257 (Lat: 38.597450,  Lng: -87.177100),  Route carried "under" structure: Interstate 69,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 8,935 (year 2010),  Truck Traffic: 27%,  Features Intersected: I-69 NBL,  Facility Carried by Structure: CR 50W
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 91.105,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 35.5m (116.5ft)

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Structure Number: 80216,  Location: 03.46 S SR 257 (Lat: 38.597450,  Lng: -87.177100),  Route carried "under" structure: Interstate 69,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 8,935 (year 2010),  Truck Traffic: 27%,  Features Intersected: I-69 SBL,  Facility Carried by Structure: CR 50W
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 91.105,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 35.5m (116.5ft)

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Structure Number: 80226,  Location: 02.35 S SR 257 (Lat: 38.612850,  Lng: -87.166100),  Route carried "under" structure: Interstate 69,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 7,905 (year 2010),  Truck Traffic: 28%,  Features Intersected: I-69 NBL,  Facility Carried by Structure: TROY/HORRALL ROAD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 93.052,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.4m (162.1ft)

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Structure Number: 80226,  Location: 02.35 S SR 257 (Lat: 38.612850,  Lng: -87.166100),  Route carried "under" structure: Interstate 69,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 7,905 (year 2010),  Truck Traffic: 28%,  Features Intersected: I-69 SBL,  Facility Carried by Structure: TROY/HORRALL ROAD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 93.052,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.4m (162.1ft)

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Structure Number: 80228,  Location: 00.71 S SR 257 (Lat: 38.626900,  Lng: -87.142433),  Route carried "under" structure: Interstate 69,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 7,905 (year 2010),  Truck Traffic: 28%,  Features Intersected: I-69 NBL,  Facility Carried by Structure: CR 125E
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 10.477,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.9m (104.7ft)

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Structure Number: 80228,  Location: 00.71 S SR 257 (Lat: 38.626900,  Lng: -87.142433),  Route carried "under" structure: Interstate 69,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 7,905 (year 2010),  Truck Traffic: 28%,  Features Intersected: I-69 SBL,  Facility Carried by Structure: CR 125E
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 10.477,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.9m (104.7ft)

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Structure Number: 8023,  Location: 01.79 S US 50 (Lat: 38.632350,  Lng: -87.131378),  Route carried "under" structure: State highway 257,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 4,915 (year 2010),  Truck Traffic: 13%,  Features Intersected: SR 257,  Facility Carried by Structure: I-69 NB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 47.009,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.4m (86.6ft)

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Structure Number: 80232,  Location: 01.79 S US 50 (Lat: 38.632569,  Lng: -87.131644),  Route carried "under" structure: State highway 257,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 4,915 (year 2010),  Truck Traffic: 13%,  Features Intersected: SR 257,  Facility Carried by Structure: I-69 SB
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 47.025,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.4m (86.6ft)

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Structure Number: 80238,  Location: 01.79 N SR 257 (Lat: 38.655911,  Lng: -87.120078),  Route carried "under" structure: US 50,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 6,080 (year 2010),  Truck Traffic: 18%,  Features Intersected: US 50 EB,  Facility Carried by Structure: I-69 NB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 12.955,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 45.0m (147.6ft)

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Structure Number: 80238,  Location: 01.79 N SR 257 (Lat: 38.655911,  Lng: -87.120078),  Route carried "under" structure: US 50,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 6,080 (year 2010),  Truck Traffic: 18%,  Features Intersected: US 50 WB,  Facility Carried by Structure: I-69 NB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 12.955,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 45.0m (147.6ft)

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Structure Number: 8024,  Location: 01.79 N SR 257 (Lat: 38.655900,  Lng: -87.120622),  Route carried "under" structure: US 50,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 6,080 (year 2010),  Truck Traffic: 18%,  Features Intersected: US 50 EB,  Facility Carried by Structure: I-69 SB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 12.955,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 45.0m (147.6ft)