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

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Structure Number: 4900269,  Location: 00.05 E OF RACEWAY RD (Lat: 39.749031,  Lng: -86.325989),  Route carried "on" structure: City street 108,  Year Built: 1959,  Status: Posted for load,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 9,267 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,770 (year 2039),  Features Intersected: SALEM CREEK,  Facility Carried by Structure: MORRIS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 28.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $88,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $330,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 490027,  Location: 00.20 E OF BRIDGEPORT RD (Lat: 39.749331,  Lng: -86.313544),  Route carried "on" structure: City street 108,  Year Built: 1959,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 13,310 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,780 (year 2039),  Features Intersected: WHITE LICK CREEK,  Facility Carried by Structure: MORRIS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $174,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $434,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4900271,  Location: 00.10 N OF MORRIS ST (Lat: 39.750919,  Lng: -86.317222),  Route carried "on" structure: City street 69,  Year Built: 1987,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 6,023 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,950 (year 2039),  Design Load: HS 20,  Features Intersected: AVON CREEK,  Facility Carried by Structure: BRIDGEPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.4 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 48 months,  Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4900273,  Location: 00.40 S OF MORRIS ST (Lat: 39.743519,  Lng: -86.317183),  Route carried "on" structure: City street 69,  Year Built: 1958,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 3,359 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,990 (year 2039),  Features Intersected: SALEM CREEK,  Facility Carried by Structure: BRIDGEPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 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: 9.1m (29.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other

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Structure Number: 4900274,  Location: 00.75 S OF MORRIS ST (Lat: 39.738300,  Lng: -86.317222),  Route carried "on" structure: City street 69,  Year Built: 1959,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 3,359 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,990 (year 2039),  Design Load: HS 20,  Features Intersected: WHITE LICK CREEK,  Facility Carried by Structure: BRIDGEPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 35.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other

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Structure Number: 4900275,  Location: 00.30 S OF WASHINGTON ST (Lat: 39.742511,  Lng: -86.269828),  Route carried "on" structure: City street 891,  Year Built: 1998,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 15,891 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,610 (year 2039),  Design Load: HS 20,  Features Intersected: CONRAIL RR,  Facility Carried by Structure: HIGH SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.7 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 4900276,  Location: 00.30 S I-70 (Lat: 39.720889,  Lng: -86.250339),  Route carried "on" structure: City street 889,  Year Built: 1963,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 15,130 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,480 (year 2039),  Design Load: HL 93,  Features Intersected: MARS DITCH,  Facility Carried by Structure: LYNHURST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 58.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 4900277,  Location: 00.10 N OF MORRIS ST (Lat: 39.751769,  Lng: -86.243989),  Route carried "on" structure: Alternate City street 757,  Year Built: 1954,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,123 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,670 (year 2039),  Features Intersected: NEELD DITCH,  Facility Carried by Structure: AUBURN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 28.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $176,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $455,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4900278,  Location: 00.05 N I-70 (Lat: 39.753450,  Lng: -86.225239),  Route carried "on" structure: City street 89,  Year Built: 1970,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 21,709 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,260 (year 2039),  Design Load: HS 20,  Features Intersected: NEELD DITCH/CONRAIL RR,  Facility Carried by Structure: HOLT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 31 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: 8.5m (27.9ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 4900279,  Location: 00.40 W OF HOLT RD (Lat: 39.731350,  Lng: -86.232978),  Route carried "on" structure: Alternate City street 96,  Year Built: 1955,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 1,757 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,610 (year 2039),  Features Intersected: STATE DITCH,  Facility Carried by Structure: BRADBURY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 490028,  Location: 00.40 W OF HOLT RD (Lat: 39.729639,  Lng: -86.232908),  Route carried "on" structure: Alternate City street 2036,  Year Built: 1969,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 1,100 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,630 (year 2039),  Features Intersected: STATE DITCH,  Facility Carried by Structure: IRONTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4900281,  Location: 00.55 N OF TROY AVE (Lat: 39.728319,  Lng: -86.233558),  Route carried "on" structure: Alternate City street 2355,  Year Built: 1968,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 1,541 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,290 (year 2039),  Features Intersected: STATE DITCH,  Facility Carried by Structure: LYONS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4900282,  Location: 00.40 W OF HOLT RD (Lat: 39.724281,  Lng: -86.232844),  Route carried "on" structure: Alternate City street 2056,  Year Built: 1936,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,199 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,270 (year 2039),  Features Intersected: STATE DITCH,  Facility Carried by Structure: FARNSWORTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 4900283,  Location: 00.40 W OF HOLT RD (Lat: 39.720281,  Lng: -86.232817),  Route carried "on" structure: City street 92,  Year Built: 1971,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 2.79m (9.15ft),  Average Daily Traffic: 3,968 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,900 (year 2039),  Features Intersected: STATE DITCH,  Facility Carried by Structure: TROY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.8m (35.4ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4900284,  Location: 00.40 W I-70 (Lat: 39.730550,  Lng: -86.250306),  Route carried "on" structure: City street 100,  Year Built: 1968,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 33,354 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 49,560 (year 2039),  Design Load: HS 20,  Features Intersected: LYNHURST DRIVE NB/SB,  Facility Carried by Structure: SAM JONES EXPRWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 46.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $73,000,  Total Project Cost: $102,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4900285,  Location: 00.40 E I-465 (Lat: 39.729931,  Lng: -86.256531),  Route carried "on" structure: City street 4205,  Year Built: 1963,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 41,432 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 61,570 (year 2039),  Design Load: H 20,  Features Intersected: SAM JONES EXPWY EB/WB,  Facility Carried by Structure: EXECUTIVE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 21 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 or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4900286,  Location: 00.05 N OF MORRIS ST (Lat: 39.751211,  Lng: -86.240011),  Route carried "on" structure: Alternate City street 773,  Year Built: 1940,  Status: Closed,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,589 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,330 (year 2039),  Features Intersected: NEELD DITCH,  Facility Carried by Structure: WESTBROOK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Imminent failure,  Channel: Poor,  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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $201,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $486,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4900288,  Location: 00.45 E OF LYNHURST DR (Lat: 39.720569,  Lng: -86.242639),  Route carried "on" structure: City street 92,  Year Built: 1966,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 3,674 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,460 (year 2039),  Features Intersected: MARS DITCH,  Facility Carried by Structure: TROY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4900289,  Location: 00.45 E OF TIBBS AVE (Lat: 39.750639,  Lng: -86.207772),  Route carried "on" structure: City street 218,  Year Built: 1956,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 20,603 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,620 (year 2039),  Design Load: H 20,  Features Intersected: BIG EAGLE CREEK,  Facility Carried by Structure: MORRIS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.1m (72.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.71m (25.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $63,000,  Total Project Cost: $63,000 ( Estimate for 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: 490029,  Location: 00.80 E OF TIBBS AVE (Lat: 39.743639,  Lng: -86.201286),  Route carried "on" structure: City street 106,  Year Built: 1962,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 2,319 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,450 (year 2039),  Features Intersected: BIG EAGLE CREEK,  Facility Carried by Structure: MINNESOTA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.6m (64.3ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.76m (35.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,653,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $2,318,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4900291,  Location: 00.35 N OF TROY AVE (Lat: 39.727481,  Lng: -86.168297),  Route carried "on" structure: City street 525,  Year Built: 1937,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 18,796 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 27,930 (year 2039),  Features Intersected: PLEASANT RUN,  Facility Carried by Structure: BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4900292,  Location: 00.15 NW OF KENTUCKY AVE (Lat: 39.758450,  Lng: -86.173600),  Route carried "on" structure: City street ,  Year Built: 1925,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 21.58m (70.80ft),  Average Daily Traffic: 7,078 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,520 (year 2039),  Design Load: HS 20,  Features Intersected: WHITE RIVER,  Facility Carried by Structure: OLIVER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.2m (138.5ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Good,  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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2019,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4900293,  Location: 00.02 N OF KENTUCKY AVE (Lat: 39.758039,  Lng: -86.172550),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 3.80m (12.47ft),  Average Daily Traffic: 7,078 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,520 (year 2039),  Features Intersected: WHITE RIVER,  Facility Carried by Structure: MCCARTY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.0m (124.7ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4900294,  Location: 00.80 E HARDING STREET (Lat: 39.737050,  Lng: -86.170158),  Route carried "on" structure: City street 102,  Year Built: 1958,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 42.12m (138.19ft),  Average Daily Traffic: 25,407 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,750 (year 2039),  Features Intersected: WHITE RIVER/ROADS/RR,  Facility Carried by Structure: RAYMOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Number Of Approach Spans: 10,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Meets minimum limits,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.12m (138.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: August 2020,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $4,128,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $5,218,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4900295,  Location: 00.65 S OF RAYMOND STREET (Lat: 39.727131,  Lng: -86.186969),  Route carried "on" structure: City street 1277,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 24.29m (79.69ft),  Average Daily Traffic: 18,796 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 27,930 (year 2039),  Features Intersected: WHITE RIVER,  Facility Carried by Structure: HARDING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 37.0m (121.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: August 2019,  Other Special Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4900296,  Location: 00.25 E OF KENTUCKY AVE (Lat: 39.751400,  Lng: -86.174644),  Route carried "on" structure: City street 218,  Year Built: 1928,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 19.91m (65.32ft),  Average Daily Traffic: 13,557 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,140 (year 2039),  Features Intersected: WHITE RIVER,  Facility Carried by Structure: MORRIS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 41.9m (137.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2019,  Other Special Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4900297,  Location: 00.10 E OF KENTUCKY AVENU (Lat: 39.735289,  Lng: -86.196608),  Route carried "on" structure: City street 102,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 18,272 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 27,150 (year 2039),  Design Load: HS 20,  Features Intersected: BIG EAGLE CREEK,  Facility Carried by Structure: RAYMOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.1m (62.7ft),  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: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 34.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.75m (28.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $150,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4900298,  Location: 00.15 NE I-70 (Lat: 39.755889,  Lng: -86.173950),  Route carried "on" structure: City street 4099,  Year Built: 1925,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 29.23m (95.90ft),  Average Daily Traffic: 7,005 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,410 (year 2039),  Features Intersected: WHITE RIVER,  Facility Carried by Structure: KENTUCKY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 44.8m (147.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2019,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4900299,  Location: 00.10 NE OF RAYMOND STREE (Lat: 39.736361,  Lng: -86.197053),  Route carried "on" structure: City street 4099,  Year Built: 1935,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 6,848 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 10,180 (year 2039),  Features Intersected: BIG EAGLE CREEK,  Facility Carried by Structure: KENTUCKY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.2m (69.6ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 49003,  Location: 00.40 S OF RAYMOND STREET (Lat: 39.731239,  Lng: -86.158792),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 12,742 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,930 (year 2039),  Features Intersected: PLEASANT RUN,  Facility Carried by Structure: MERIDIAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.25m (20.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $613,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $965,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4900301,  Location: 00.50 W I-65 (Lat: 39.737289,  Lng: -86.146339),  Route carried "on" structure: City street 132,  Year Built: 1991,  Status: Open,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 19,189 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,510 (year 2039),  Design Load: HS 20,  Features Intersected: PLEASANT RUN,  Facility Carried by Structure: RAYMOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4900302,  Location: 00.50 N OF RAYMOND ST (Lat: 39.744789,  Lng: -86.139800),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 2.69m (8.83ft),  Average Daily Traffic: 9,968 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,810 (year 2039),  Features Intersected: PLEASANT RUN,  Facility Carried by Structure: SHELBY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.5m (80.4ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $264,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $543,000 ( Estimate for 2020),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4900303,  Location: 00.20 S PROSPECT ST (Lat: 39.749481,  Lng: -86.130647),  Route carried "on" structure: City street ,  Year Built: 1911,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 5,312 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,890 (year 2039),  Features Intersected: PLEASANT RUN,  Facility Carried by Structure: STATE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $459,000 ( Estimate for 2020),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4900304,  Location: 00.15 S OF PROSPECT STREE (Lat: 39.750339,  Lng: -86.121169),  Route carried "on" structure: City street ,  Year Built: 1969,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 4.44m (14.57ft),  Average Daily Traffic: 3,516 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,220 (year 2039),  Design Load: HL 93,  Features Intersected: PLEASANT RUN,  Facility Carried by Structure: KEYSTONE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.9m (55.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4900305,  Location: 00.20 E OF KEYSTONE AVE (Lat: 39.752539,  Lng: -86.117578),  Route carried "on" structure: City street ,  Year Built: 1968,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 5,409 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,040 (year 2039),  Design Load: HS 20,  Features Intersected: PLEASANT RUN,  Facility Carried by Structure: PROSPECT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4900306,  Location: 00.60 S OF RAYMOND ST (Lat: 39.728919,  Lng: -86.139708),  Route carried "on" structure: City street ,  Year Built: 1926,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 12,953 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,250 (year 2039),  Features Intersected: BEAN CREEK,  Facility Carried by Structure: SHELBY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $26,000 ( Estimate for 2020),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4900307,  Location: 00.60 S OF RAYMOND STREET (Lat: 39.729300,  Lng: -86.120858),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 13,447 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,980 (year 2039),  Design Load: H 20,  Features Intersected: BEAN CREEK,  Facility Carried by Structure: KEYSTONE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete