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

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Structure Number: 1212,  Location: 1 km N SR 48 (Lat: 39.173333,  Lng: -86.568333),  Route carried "on" structure: State highway 37,  Year Built: 1972,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 14,794 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,845 (year 2026),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.431,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.6 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  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: 1213,  Location: 1 km N SR 48 (Lat: 39.173333,  Lng: -86.568333),  Route carried "on" structure: State highway 37,  Year Built: 1972,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 14,794 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,845 (year 2026),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.431,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.6 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  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: 1214,  Location: 0.1 km N SR 46 (Lat: 39.195000,  Lng: -86.555000),  Route carried "on" structure: City street ,  Year Built: 1972,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 7.46m (24.48ft),  Average Daily Traffic: 7,090 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,990 (year 2026),  Design Load: HS 20,  Features Intersected: SR 37,  Facility Carried by Structure: SB WALNUT ST,OLD46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 16845,  Location: 4.9 km S SR 37 & 46 (Lat: 39.148333,  Lng: -86.573333),  Route carried "on" structure: State highway 45,  Year Built: 1991,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 18,191 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,632 (year 2026),  Design Load: HS 20,  Features Intersected: SR 37
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.970,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.1m (98.8ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  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: 17145,  Location: 0 km E SR 45 (Lat: 39.188333,  Lng: -86.555000),  Route carried "on" structure: State highway 46,  Year Built: 2001,  Status: Open,  Structure Length: 8.07m (26.48ft),  Average Daily Traffic: 23,793 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 32,952 (year 2026),  Design Load: HS 20,  Features Intersected: SR 37
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.363,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.1m (131.6ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  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: 1715,  Location: 0.2 km N SR 37 (Lat: 39.188333,  Lng: -86.551667),  Route carried "on" structure: Alternate City street ,  Year Built: 1971,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 7,090 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,990 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR 45,  Facility Carried by Structure: OLD SR 46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.2m (95.8ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  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: 1717,  Location: 1.7 km N SR 46 (Lat: 39.186667,  Lng: -86.535000),  Route carried "on" structure: State highway 45,  Year Built: 1971,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 20,946 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,513 (year 2026),  Design Load: HS 20,  Features Intersected: CASCADE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.648,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.1m (46.3ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Total Project Cost: $1,500,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6039,  Location: 0 km INDIANA UNIVERSITY (Lat: 39.173333,  Lng: -86.515000),  Route carried "on" structure: State lands road ,  Year Built: 1952,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 2,652 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,736 (year 2026),  Features Intersected: INDIANA RR CO.,  Facility Carried by Structure: JORDAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Agenciy,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 25.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 530003,  Location: 0.1 km N OF SR 46 (Lat: 39.201194,  Lng: -86.609275),  Route carried "on" structure: City street 111,  Year Built: 1960,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 1,945 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,620 (year 2026),  Design Load: HS 20,  Features Intersected: STOUT CREEK,  Facility Carried by Structure: MAPLE GROVE ROAD N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5300034,  Location: 0.1 km W OF WALNUT ST (Lat: 39.215489,  Lng: -86.605589),  Route carried "on" structure: City street 242,  Year Built: 1979,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 255 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 344 (year 2026),  Features Intersected: GRIFFY CREEK,  Facility Carried by Structure: BAYLES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 33.3 metric tons,  Inventory Rating: 25.2 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: 5300036,  Location: 1.4 km N OF MATLOCK RD (Lat: 39.196831,  Lng: -86.513258),  Route carried "on" structure: City street 249,  Year Built: 1977,  Status: Open,  Structure Length: 3.01m (9.88ft),  Average Daily Traffic: 830 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,118 (year 2026),  Design Load: HS 20,  Features Intersected: GRIFFY RESERVOIR,  Facility Carried by Structure: HEADLEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Total Project Cost: $16,000 ( Estimate for 2006),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5300052,  Location: 0.1 km W OF WALNUT ST (Lat: 39.135933,  Lng: -86.533489),  Route carried "on" structure: City street 74,  Year Built: 1964,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 10,920 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,708 (year 2026),  Design Load: HS 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: COUNTRY CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to 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,  Inspection Date: May 2006,  Bridge Improvement Cost: $32,000,  Total Project Cost: $32,000 ( Estimate for 2006),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5300053,  Location: 0.1 km E OF ROGERS ST (Lat: 39.121519,  Lng: -86.537406),  Route carried "on" structure: City street 110,  Year Built: 1960,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 6,169 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,309 (year 2026),  Design Load: HS 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: GORDON PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to 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,  Inspection Date: May 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5300054,  Location: 1.2 km W OF HARRELL RD (Lat: 39.121481,  Lng: -86.513778),  Route carried "on" structure: City street 110,  Year Built: 1966,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 2,847 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,834 (year 2026),  Design Load: HS 20,  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: RHORER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 30.6 metric tons,  Inventory Rating: 22.5 metric tons,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5300055,  Location: 0.4 km S OF MOORES PK (Lat: 39.146589,  Lng: -86.498736),  Route carried "on" structure: City street 225,  Year Built: 1975,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 6,407 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,629 (year 2026),  Design Load: HS 20,  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: SARE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5300057,  Location: 0.1 km N OF THAT RD (Lat: 39.116217,  Lng: -86.539714),  Route carried "on" structure: City street 109,  Year Built: 1960,  Status: Posted for load,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 5,101 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,870 (year 2026),  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: ROGERS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 19.8 metric tons,  Inventory Rating: 14.4 metric tons,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 4.41m (14.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $575,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $675,000 ( Estimate for 2006),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5300081,  Location: 0 km INT/COLLEGE MALL RD (Lat: 39.150467,  Lng: -86.498231),  Route carried "on" structure: City street 48,  Year Built: 1970,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 9,965 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,422 (year 2026),  Design Load: HS 20,  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: MOORES PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.4m (60.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53001,  Location: 0.1 km S OF GOURLEY RD (Lat: 39.183333,  Lng: -86.537731),  Route carried "on" structure: City street 495,  Year Built: 1996,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 6,524 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,787 (year 2026),  Features Intersected: CASCADE CREEK,  Facility Carried by Structure: KINSER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.1m (0.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: 5300104,  Location: 0 km INT/WALNUT ST (Lat: 39.159369,  Lng: -86.534014),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,542 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,077 (year 2026),  Features Intersected: JORDAN RIVER,  Facility Carried by Structure: FIRST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $785,000,  Roadway Improvement Cost: $622,000,  Total Project Cost: $1,407,000 ( Estimate for 2006)

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Structure Number: 5300105,  Location: 0.1 km E OF W MORTON ST (Lat: 39.157411,  Lng: -86.534394),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 4,087 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,504 (year 2026),  Features Intersected: JORDAN RIVER,  Facility Carried by Structure: DODDS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Total Project Cost: $4,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5300107,  Location: 0.1 km E OF W MORTON ST (Lat: 39.155600,  Lng: -86.534989),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 629 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 848 (year 2026),  Features Intersected: JORDAN RIVER,  Facility Carried by Structure: ALLEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $182,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $282,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5300109,  Location: 0.1 km E OF WALNUT ST (Lat: 39.207814,  Lng: -86.616000),  Route carried "on" structure: City street 23,  Year Built: 1987,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 6,169 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,309 (year 2026),  Design Load: HS 20,  Features Intersected: GRIFFY CREEK,  Facility Carried by Structure: OLD SR 37N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5300119,  Location: 0 km INT/COVENANTER DR (Lat: 39.154936,  Lng: -86.497714),  Route carried "on" structure: City street 471,  Year Built: 2003,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 22,239 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,953 (year 2026),  Design Load: HS 20,  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: COLLEGE MALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable 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: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 530012,  Location: 0.1 km W OF WALNUT ST (Lat: 39.153361,  Lng: -86.534886),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 6,524 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,787 (year 2026),  Design Load: HS 20,  Features Intersected: JORDAN RIVER,  Facility Carried by Structure: GRIMES LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  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,  Inspection Date: May 2006,  Total Project Cost: $16,000 ( Estimate for 2006),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5300123,  Location: 0.1 km N OF 11TH ST (Lat: 39.174778,  Lng: -86.538175),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 10,676 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,379 (year 2026),  Design Load: HS 20,  Features Intersected: INDIANA RAILROAD,  Facility Carried by Structure: ROGERS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5300125,  Location: 0.1 km N OF OLD SR 37N (Lat: 39.208561,  Lng: -86.601708),  Route carried "on" structure: Business City street 549,  Year Built: 1940,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 10,873 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,644 (year 2026),  Features Intersected: GRIFFY CREEK,  Facility Carried by Structure: BUSINESS 37N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5300127,  Location: 0 km INT/COLLEGE MALL RD (Lat: 39.155183,  Lng: -86.497517),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 3,767 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,073 (year 2026),  Design Load: HS 20,  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: COVENANTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5300134,  Location: 0 km INT/FIRST ST (Lat: 39.159581,  Lng: -86.533667),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,558 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,220 (year 2026),  Features Intersected: JORDAN RIVER,  Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $785,000,  Roadway Improvement Cost: $621,000,  Total Project Cost: $1,406,000 ( Estimate for 2006)

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Structure Number: 5300141,  Location: 0.1 km W OF SR 37 (Lat: 39.208219,  Lng: -86.606553),  Route carried "on" structure: City street 19,  Year Built: 1990,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 592 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 798 (year 2026),  Design Load: HS 20,  Features Intersected: STOUT CREEK,  Facility Carried by Structure: ACUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: 5300143,  Location: 0.1 km W OF SNODDY RD (Lat: 39.135842,  Lng: -86.491608),  Route carried "on" structure: City street 416,  Year Built: 1994,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,779 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,396 (year 2026),  Features Intersected: EAST FORK JACKSON CREEK,  Facility Carried by Structure: ROGERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: 5300146,  Location: 0.3 km SW OF CURRY PIKE (Lat: 39.154839,  Lng: -86.585992),  Route carried "on" structure: City street 160,  Year Built: 2000,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,202 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,313 (year 2026),  Design Load: HS 20,  Features Intersected: SINKING CREEK,  Facility Carried by Structure: GIFFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: 5300147,  Location: 1.2 km E OF WALNUT ST. (Lat: 39.121461,  Lng: -86.510842),  Route carried "on" structure: City street 110,  Year Built: 2001,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 3,075 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,142 (year 2026),  Design Load: HS 20,  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: RHORER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: 530015,  Location: 0.1 km S OF ALLEN ST. (Lat: 39.154000,  Lng: -86.541878),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 214 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 289 (year 2026),  Design Load: HS 20,  Features Intersected: W. BRANCH OF CLEAR CREEK,  Facility Carried by Structure: PATTERSON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: 5300151,  Location: 0.9 km NW OF SR 37 (Lat: 39.200644,  Lng: -86.610219),  Route carried "on" structure: City street ,  Year Built: 1929,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 25,003 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,675 (year 2026),  Features Intersected: STOUT CREEK,  Facility Carried by Structure: OLD SR 46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.1 metric tons,  Inventory Rating: 28.8 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1211,  Location: 0.4 km S SR 48 (Lat: 39.161667,  Lng: -86.573333),  Route carried "under" structure: State highway 37,  Year Built: 1972,  Structure Length: 5.05m (16.57ft),  Average Daily Traffic: 28,360 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 37,  Facility Carried by Structure: INDIANA RR CO.
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 19.935,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.6m (77.4ft)

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Structure Number: 1214,  Location: 0.1 km N SR 46 (Lat: 39.195000,  Lng: -86.555000),  Route carried "under" structure: State highway 37,  Year Built: 1972,  Structure Length: 7.46m (24.48ft),  Average Daily Traffic: 19,009 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 37,  Facility Carried by Structure: SB WALNUT ST,OLD46
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 24.183,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 16845,  Location: 4.9 km S SR 37 & 46 (Lat: 39.148333,  Lng: -86.573333),  Route carried "under" structure: State highway 37,  Year Built: 1991,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 22,408 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 37,  Facility Carried by Structure: SR 45
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 18.487,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.4m (149.0ft)

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Structure Number: 17145,  Location: 0 km E SR 45 (Lat: 39.188333,  Lng: -86.555000),  Route carried "under" structure: State highway 37,  Year Built: 2001,  Structure Length: 8.07m (26.48ft),  Average Daily Traffic: 29,588 (year 2004),  Truck Traffic: 10%,  Features Intersected: SR 37,  Facility Carried by Structure: SR 46 & SR 45 SBL
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 23.427,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.1m (131.6ft)

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Structure Number: 1715,  Location: 0.2 km N SR 37 (Lat: 39.188333,  Lng: -86.551667),  Route carried "under" structure: State highway 45,  Year Built: 1971,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 24,744 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 45,  Facility Carried by Structure: OLD SR 46
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 17.135,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 1716,  Location: 1 km N SR 46 (Lat: 39.186667,  Lng: -86.545000),  Route carried "under" structure: State highway 45,  Year Built: 1973,  Structure Length: 6.15m (20.18ft),  Average Daily Traffic: 24,744 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 45,  Facility Carried by Structure: PEDESTRIAN WALK
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 17.908,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Frame,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 1717,  Location: 1.7 km N SR 46 (Lat: 39.186667,  Lng: -86.535000),  Route carried "under" structure: County highway ,  Year Built: 1971,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 118 (year 2004),  Truck Traffic: 5%,  Features Intersected: CASCADE ROAD,  Facility Carried by Structure: SR 45
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.1m (46.3ft)

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Structure Number: 604,  Location: 0 km INDIANA UNIVERSITY (Lat: 39.173333,  Lng: -86.518333),  Route carried "under" structure: State lands road ,  Year Built: 1921,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 7,160 (year 2004),  Truck Traffic: 5%,  Features Intersected: FEE LANE,  Facility Carried by Structure: INDIANA RR CO
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.9m (48.9ft)