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

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Structure Number: 2485,  Location: 01.49 S SR 234 (Lat: 39.901969,  Lng: -86.634869),  Route carried "on" structure: State highway 75,  Year Built: 1993,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 1,658 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,752 (year 2032),  Design Load: HS 20,  Features Intersected: WEST FK BIG WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.364,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 43.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 2486,  Location: 01.36 N SR 234 (Lat: 39.942381,  Lng: -86.619719),  Route carried "on" structure: State highway 75,  Year Built: 1963,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 2,806 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,066 (year 2033),  Design Load: HS 20,  Features Intersected: I-74 EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.945,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 56.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 26891,  Location: 02.55 W SR 75 (Lat: 39.942381,  Lng: -86.669500),  Route carried "on" structure: US 136,  Year Built: 2008,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 1,605 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,665 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: EMILY GARDNER DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.623,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 70.0 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: 53.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 269,  Location: 00.67 E SR 75 (Lat: 39.920800,  Lng: -86.616139),  Route carried "on" structure: US 136,  Year Built: 2002,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 2,458 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,081 (year 2034),  Design Load: HS 20,  Features Intersected: WEST FK BIG WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2691,  Location: 02.06 E SR 75 (Lat: 39.910631,  Lng: -86.593739),  Route carried "on" structure: US 136,  Year Built: 1985,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 2,458 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,081 (year 2030),  Design Load: HS 20,  Features Intersected: MIDDLE FK BIG WALNUT CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4429,  Location: 00.89 E SR 75 (Lat: 39.936561,  Lng: -86.604981),  Route carried "on" structure: Alternate County highway ,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.88m (22.57ft),  Average Daily Traffic: 1,743 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,894 (year 2034),  Design Load: HS 20,  Features Intersected: I-74,  Facility Carried by Structure: CR 700 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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: Latex Concrete

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Structure Number: 443,  Location: 01.64 E SR 75 (Lat: 39.929561,  Lng: -86.594000),  Route carried "on" structure: Interstate 74,  Year Built: 1963,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 10,041 (year 2017),  Truck Traffic: 38%,  Average Future Daily Traffic: 14,920 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: WEST FORK BIG WALNUT CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.180,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4431,  Location: 01.64 E SR 75 (Lat: 39.929781,  Lng: -86.593931),  Route carried "on" structure: Interstate 74,  Year Built: 1963,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 10,041 (year 2017),  Truck Traffic: 38%,  Average Future Daily Traffic: 14,920 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: WEST FORK BIG WALNUT CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.180,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 67.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4432,  Location: 02.32 E SR 75 (Lat: 39.923350,  Lng: -86.584350),  Route carried "on" structure: Alternate County highway ,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 3,984 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,613 (year 2034),  Design Load: HS 20,  Features Intersected: I-74,  Facility Carried by Structure: CR 800 S/CO LINE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 600152,  Location: 00.75 W OF CR 675 W (Lat: 39.922731,  Lng: -86.612000),  Route carried "on" structure: County highway 800,  Year Built: 1965,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 340 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 520 (year 2037),  Features Intersected: W FORK BIG WALNUT CREEK
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 continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.3m (40.4ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum 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

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Structure Number: 600153,  Location: 00.30 N OF CR 750 S (Lat: 39.935319,  Lng: -86.581639),  Route carried "on" structure: County highway 600,  Year Built: 1965,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.64m (8.66ft),  Average Daily Traffic: 110 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 170 (year 2037),  Design Load: HS 20,  Features Intersected: EDLIN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.3m (30.5ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 600154,  Location: 00.90 N OF CR 750 S (Lat: 39.941011,  Lng: -86.581669),  Route carried "on" structure: County highway 600,  Year Built: 1980,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 200 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 300 (year 2037),  Design Load: HS 20,  Features Intersected: W FORK BIG WALNUT 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),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $246,000,  Roadway Improvement Cost: $214,000,  Total Project Cost: $580,000 ( Estimate for 2019),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 600155,  Location: 00.20 N OF CR 800 S (Lat: 39.925839,  Lng: -86.595889),  Route carried "on" structure: Alternate County highway 675,  Year Built: 1988,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 10 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 20 (year 2037),  Features Intersected: W FORK BIG WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 600225,  Location: 00.20 S OF CR 550 S (Lat: 39.954989,  Lng: -86.563139),  Route carried "on" structure: County highway 500,  Year Built: 2021,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 554 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 580 (year 2037),  Design Load: HS 20,  Features Intersected: N FORK BIG WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable 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: 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: 3200002,  Location: 00.01 S OF CR 1000 N (Lat: 39.907919,  Lng: -86.685739),  Route carried "on" structure: County highway 3,  Year Built: 1988,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: HS 20,  Features Intersected: STEVENSON DITCH,  Facility Carried by Structure: CR 850W
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: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to 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,  Inspection Date: May 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Internally Sealed

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Structure Number: 3200006,  Location: 00.01 W OF CR 475 W (Lat: 39.893719,  Lng: -86.610947),  Route carried "on" structure: County highway 232,  Year Built: 1977,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 175 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 275 (year 2040),  Design Load: HS 20,  Features Intersected: MIDDLE FK BIG WALNUT CR,  Facility Carried by Structure: CR 900N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  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: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3200008,  Location: 00.85 S OF SR 234 (Lat: 39.909711,  Lng: -86.624000),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: HS 20,  Features Intersected: W FORK OF BIG WALNUT CR,  Facility Carried by Structure: ROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3200219,  Location: 00.20 N OF CR 900 N (Lat: 39.895069,  Lng: -86.609872),  Route carried "on" structure: County highway 239,  Year Built: 1987,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 125 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HS 20,  Features Intersected: BR MID FK BIG WALNUT CR,  Facility Carried by Structure: CR 475W
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: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Internally Sealed

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Structure Number: 3200259,  Location: 00.20 N CR 900 N (Lat: 39.896250,  Lng: -86.609878),  Route carried "on" structure: County highway 239,  Year Built: 2015,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 125 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MIDDLE FK BIG WALNUT CR,  Facility Carried by Structure: CR 475W
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: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2486,  Location: 01.36 N SR 234 (Lat: 39.942381,  Lng: -86.619728),  Route carried "under" structure: Interstate 74,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 8,490 (year 2014),  Truck Traffic: 38%,  Features Intersected: I-74 WB,  Facility Carried by Structure: SR 75
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 83.541,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 2486,  Location: 01.36 N SR 234 (Lat: 39.942381,  Lng: -86.619728),  Route carried "under" structure: Interstate 74,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 8,490 (year 2014),  Truck Traffic: 38%,  Features Intersected: I-74 EB,  Facility Carried by Structure: SR 75
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 83.541,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 4429,  Location: 00.89 E SR 75 (Lat: 39.936561,  Lng: -86.604989),  Route carried "under" structure: Interstate 74,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 10,520 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-74 EBL,  Facility Carried by Structure: CR 700 S
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 84.973,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 4429,  Location: 00.89 E SR 75 (Lat: 39.936561,  Lng: -86.604989),  Route carried "under" structure: Interstate 74,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 10,519 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-74 WBL,  Facility Carried by Structure: CR 700S
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 84.973,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 4432,  Location: 02.32 E SR 75 (Lat: 39.923350,  Lng: -86.584350),  Route carried "under" structure: Interstate 74,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,950 (year 2006),  Truck Traffic: 38%,  Features Intersected: I-74 EB,  Facility Carried by Structure: CR 800S/CO LINE RD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 87.275,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 4432,  Location: 02.32 E SR 75 (Lat: 39.923350,  Lng: -86.584350),  Route carried "under" structure: Interstate 74,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,950 (year 2006),  Truck Traffic: 38%,  Features Intersected: I-74 WB,  Facility Carried by Structure: CR 800S/CO LINE RD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 87.275,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)