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

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Structure Number: 366,  Location: 02.26 N I-70 (Lat: 39.782839,  Lng: -86.144700),  Route carried "on" structure: Interstate 65,  Year Built: 1969,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 82,883 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 165,103 (year 2029),  Design Load: HL 93,  Features Intersected: COLLEGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.826,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.3m (86.3ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 65.4 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: 50.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3661,  Location: 02.26 N I-70 (Lat: 39.782511,  Lng: -86.144769),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 1969,  Year Reconstructed: 1989,  Status: Closed,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 12,146 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,195 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: COLLEGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.826,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.4m (83.3ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 46.7 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: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  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: Latex Concrete

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Structure Number: 3662,  Location: 02.26 N I-70 (Lat: 39.783619,  Lng: -86.144719),  Route carried "on" structure: Interstate 65,  Year Built: 1969,  Year Reconstructed: 1989,  Status: Closed,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 82,883 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 165,103 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: COLLEGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.826,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.4m (93.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  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: Latex Concrete

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Structure Number: 3663,  Location: 02.26 N I-70 (Lat: 39.784150,  Lng: -86.144731),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 1969,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 7.00m (22.97ft),  Average Daily Traffic: 46,862 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 93,349 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: COLLEGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.826,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.9m (124.3ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 36.6 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: 28.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $883,000,  Total Project Cost: $883,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3665,  Location: 02.52 N I-70 (Lat: 39.782569,  Lng: -86.149431),  Route carried "on" structure: Interstate 65,  Year Built: 1969,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 165,767 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 330,208 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.244,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.3m (128.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.9m (68.6ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3666,  Location: 02.95 N I-70 (Lat: 39.782819,  Lng: -86.158000),  Route carried "on" structure: Interstate 65,  Year Built: 1972,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 106.89m (350.69ft),  Average Daily Traffic: 137,773 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 152,986 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 7 STS ACCESS RD, MONORA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.936,  Lanes on structure: 6,  Lanes under structure: 34,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 65,  Number Of Approach Spans: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 31.2m (102.4ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Other Special Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3667,  Location: 03.61 N I-70 (Lat: 39.783739,  Lng: -86.166111),  Route carried "on" structure: Interstate 65,  Year Built: 1970,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 8.03m (26.35ft),  Average Daily Traffic: 47,275 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 59,972 (year 2038),  Design Load: HS 20,  Features Intersected: I-65 RAMPS (5670)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 182.999,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 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: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3668,  Location: 03.61 N I-70 (Lat: 39.783739,  Lng: -86.166089),  Route carried "on" structure: Interstate 65,  Year Built: 1970,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 23,276 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,528 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: WEST ST ON RAMP TO I-65N
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 182.999,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.7m (61.4ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3669,  Location: 03.65 N I-70 (Lat: 39.784569,  Lng: -86.165861),  Route carried "on" structure: Interstate 65,  Year Built: 1970,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 6.45m (21.16ft),  Average Daily Traffic: 48,423 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 61,428 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: WEST ST ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 183.063,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 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: 32.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 367,  Location: 03.69 N I-70 (Lat: 39.788350,  Lng: -86.166511),  Route carried "on" structure: Interstate 65,  Year Built: 1969,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 4.92m (16.14ft),  Average Daily Traffic: 118,986 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 150,944 (year 2038),  Design Load: HS 20,  Features Intersected: 16TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 183.127,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 36.2m (118.8ft),  Out-to-Out Width: 37.9m (124.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.7 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: 26.2 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3672,  Location: 04.16 N I-70 (Lat: 39.794981,  Lng: -86.164700),  Route carried "on" structure: Interstate 65,  Year Built: 1968,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 5.22m (17.13ft),  Average Daily Traffic: 124,369 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 138,100 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 21ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 183.884,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.7m (127.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.2m (89.2ft),  Curb-To-Curb Width: 38.8m (127.3ft),  Out-to-Out Width: 40.5m (132.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 95.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3673,  Location: 04.33 N I-70 (Lat: 39.796911,  Lng: -86.165231),  Route carried "on" structure: Interstate 65,  Year Built: 1968,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 16.64m (54.59ft),  Average Daily Traffic: 111,999 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 124,400 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FALL CR, PARKWAY N DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 184.157,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.7m (127.0ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 38.8m (127.3ft),  Out-to-Out Width: 40.5m (132.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Underwater Inspection Date: September 2021,  Other Special Inspection Date: April 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: 3674,  Location: 04.33 N I-70 (Lat: 39.796861,  Lng: -86.166400),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 1968,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 17.40m (57.09ft),  Average Daily Traffic: 4,745 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,850 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FALL CR, PARKWAY N DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 184.157,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 25.8m (84.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: September 2021,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3675,  Location: 04.59 N I-70 (Lat: 39.800939,  Lng: -86.165919),  Route carried "on" structure: Interstate 65,  Year Built: 1969,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 120,450 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 152,000 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: PEDESTRIAN WALK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 184.576,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 42.8m (140.4ft),  Out-to-Out Width: 44.3m (145.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.4 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: 50.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3676,  Location: 04.78 N I-70 (Lat: 39.804289,  Lng: -86.166019),  Route carried "on" structure: Interstate 65,  Year Built: 1968,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 167,273 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 333,206 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: 26TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 184.881,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 45.3m (148.6ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.4 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: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3677,  Location: 05.09 N I-70 (Lat: 39.808319,  Lng: -86.166300),  Route carried "on" structure: Interstate 65,  Year Built: 1968,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 167,273 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 333,206 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: 29TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.380,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 39.5m (129.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.9 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3678,  Location: 05.22 N I-70 (Lat: 39.810131,  Lng: -86.167119),  Route carried "on" structure: Interstate 65,  Year Built: 1968,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 5.71m (18.73ft),  Average Daily Traffic: 167,273 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 333,206 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: WEST 30TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.590,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 39.5m (129.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.8 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: 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3679,  Location: 05.69 N I-70 (Lat: 39.811861,  Lng: -86.174681),  Route carried "on" structure: Interstate 65,  Year Built: 1968,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.47m (17.95ft),  Average Daily Traffic: 164,000 (year 2004),  Truck Traffic: 20%,  Average Future Daily Traffic: 280,500 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: DR ML KING DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 186.346,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.6m (54.5ft),  Curb-To-Curb Width: 38.4m (126.0ft),  Out-to-Out Width: 40.3m (132.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.0 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: 34.7 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 368,  Location: 06.00 N I-70 (Lat: 39.812539,  Lng: -86.180500),  Route carried "on" structure: Interstate 65,  Year Built: 1968,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.54m (18.18ft),  Average Daily Traffic: 138,653 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 277,000 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CLIFTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 186.845,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 39.1m (128.3ft),  Out-to-Out Width: 41.0m (134.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.0 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: 34.7 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3682,  Location: 05.94 S I-465 (Lat: 39.818289,  Lng: -86.190250),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 31.06m (101.90ft),  Average Daily Traffic: 92,030 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 93,130 (year 2025),  Design Load: HS 20,  Features Intersected: WHITE RIV, CANAL, PKWYS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 187.891,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 31.9m (104.7ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 26.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.4 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: October 2018,  Other Special Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3683,  Location: 05.36 S I-465 (Lat: 39.822981,  Lng: -86.199431),  Route carried "on" structure: Alternate City street ,  Year Built: 2000,  Status: Open,  Structure Length: 5.01m (16.44ft),  Average Daily Traffic: 8,409 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HS 20,  Features Intersected: I-65,  Facility Carried by Structure: COLD SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.6m (87.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.1 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3684,  Location: 05.22 S I-465 (Lat: 39.823850,  Lng: -86.201750),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 10.32m (33.86ft),  Average Daily Traffic: 17,471 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,616 (year 2030),  Design Load: HS 20,  Features Intersected: I-65, 38TH ST WB RAMP,  Facility Carried by Structure: 38TH STREET EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 36.0 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: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3685,  Location: 05.05 S I-465 (Lat: 39.824181,  Lng: -86.204700),  Route carried "on" structure: Interstate 65,  Year Built: 1964,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 36,703 (year 2004),  Truck Traffic: 15%,  Average Future Daily Traffic: 73,111 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 189.323,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.2 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3686,  Location: 05.05 S I-465 (Lat: 39.823961,  Lng: -86.204631),  Route carried "on" structure: Interstate 65,  Year Built: 1964,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 36,703 (year 2004),  Truck Traffic: 15%,  Average Future Daily Traffic: 73,111 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 189.323,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 33.7 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: 25.9 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3687,  Location: 04.70 S I-465 (Lat: 39.824011,  Lng: -86.211389),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 11.44m (37.53ft),  Average Daily Traffic: 19,210 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,000 (year 2031),  Design Load: HS 20,  Features Intersected: I-65 NB/SB 38TH STR E/W,  Facility Carried by Structure: KESSLER BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.8m (81.4ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3688,  Location: 03.93 S I-465 (Lat: 39.824150,  Lng: -86.225931),  Route carried "on" structure: Interstate 65,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 7.87m (25.82ft),  Average Daily Traffic: 36,703 (year 2004),  Truck Traffic: 15%,  Average Future Daily Traffic: 73,111 (year 2035),  Design Load: HS 20,  Features Intersected: CSX RR, GUION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 191.126,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 26.6 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: 20.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 369,  Location: 03.80 S I-465 (Lat: 39.824800,  Lng: -86.228239),  Route carried "on" structure: Interstate 65,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 7.23m (23.72ft),  Average Daily Traffic: 36,703 (year 2004),  Truck Traffic: 15%,  Average Future Daily Traffic: 74,000 (year 2031),  Design Load: HS 20,  Features Intersected: 38TH ST INDUSTR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 191.335,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.6m (67.6ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.9 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3691,  Location: 03.80 S I-465 (Lat: 39.824739,  Lng: -86.228519),  Route carried "on" structure: Interstate 65,  Year Built: 1964,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 36,703 (year 2004),  Truck Traffic: 15%,  Average Future Daily Traffic: 74,000 (year 2031),  Design Load: HS 20,  Features Intersected: 38TH ST INDUSTR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 191.335,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 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: 34.7 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3692,  Location: 03.49 S I-465 (Lat: 39.828031,  Lng: -86.232111),  Route carried "on" structure: Interstate 65,  Year Built: 1963,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.27m (20.57ft),  Average Daily Traffic: 38,924 (year 2004),  Truck Traffic: 15%,  Average Future Daily Traffic: 77,536 (year 2035),  Design Load: HS 20,  Features Intersected: LITTLE EAGLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 191.834,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 40.8 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3693,  Location: 03.49 S I-465 (Lat: 39.827869,  Lng: -86.232239),  Route carried "on" structure: Interstate 65,  Year Built: 1963,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.27m (20.57ft),  Average Daily Traffic: 38,924 (year 2004),  Truck Traffic: 15%,  Average Future Daily Traffic: 77,536 (year 2035),  Design Load: HS 20,  Features Intersected: LITTLE EAGLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 191.834,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.8 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3694,  Location: 02.56 S I-465 (Lat: 39.839131,  Lng: -86.242319),  Route carried "on" structure: Alternate City street ,  Year Built: 1969,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 13.30m (43.64ft),  Average Daily Traffic: 39,107 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,000 (year 2031),  Design Load: HS 20,  Features Intersected: I-65 LITTLE EAGLE CREEK,  Facility Carried by Structure: GEORGETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3695,  Location: 02.00 S I-465 (Lat: 39.841539,  Lng: -86.252061),  Route carried "on" structure: Interstate 65,  Year Built: 1963,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.94m (22.77ft),  Average Daily Traffic: 38,924 (year 2004),  Truck Traffic: 15%,  Average Future Daily Traffic: 77,536 (year 2030),  Design Load: HS 20,  Features Intersected: LAFAYETTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.232,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.7 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: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3696,  Location: 02.00 S I-465 (Lat: 39.841350,  Lng: -86.251789),  Route carried "on" structure: Interstate 65,  Year Built: 1963,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.94m (22.77ft),  Average Daily Traffic: 38,924 (year 2004),  Truck Traffic: 15%,  Average Future Daily Traffic: 77,536 (year 2030),  Design Load: HS 20,  Features Intersected: LAFAYETTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.232,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.7 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: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3697,  Location: 01.47 S I-465 (Lat: 39.845661,  Lng: -86.259919),  Route carried "on" structure: Alternate City street ,  Year Built: 1962,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.93m (22.74ft),  Average Daily Traffic: 4,016 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,658 (year 2030),  Design Load: HS 20,  Features Intersected: I-65,  Facility Carried by Structure: W 52 ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3698,  Location: 00.91 S I-465 (Lat: 39.852989,  Lng: -86.264889),  Route carried "on" structure: Interstate 65,  Year Built: 1963,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 33,669 (year 2004),  Truck Traffic: 13%,  Average Future Daily Traffic: 67,069 (year 2035),  Design Load: HS 20,  Features Intersected: WEST 56TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.986,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.1m (46.3ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.8 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: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3699,  Location: 00.91 S I-465 (Lat: 39.852989,  Lng: -86.265150),  Route carried "on" structure: Interstate 65,  Year Built: 1963,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 33,669 (year 2004),  Truck Traffic: 13%,  Average Future Daily Traffic: 67,069 (year 2035),  Design Load: HS 20,  Features Intersected: WEST 56TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.986,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.1m (46.3ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.8 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: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing