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

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Structure Number: 1565,  Location: 4.5 km N US 30 (Lat: 41.531667,  Lng: -87.471667),  Route carried "on" structure: US 41,  Year Built: 1935,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 31,898 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,945 (year 2026),  Design Load: HS 20,  Features Intersected: G.T.& W. RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.999,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 15656,  Location: 2.8 km S I-80 (Lat: 41.551667,  Lng: -87.471667),  Route carried "on" structure: US 41,  Year Built: 2004,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 34,207 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,945 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CADY MARSH DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.091,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft)

Condition: Channel: Very 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1566,  Location: 1.4 km S I-80 (Lat: 41.563333,  Lng: -87.471667),  Route carried "on" structure: US 41,  Year Built: 1936,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 14.66m (48.10ft),  Average Daily Traffic: 34,207 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,198 (year 2026),  Design Load: H 20,  Features Intersected: ABAN RR'S&(E/LBikeTrail)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.491,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.66m (48.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1567,  Location: 0.8 km S I-80 (Lat: 41.568333,  Lng: -87.475000),  Route carried "on" structure: US 41,  Year Built: 1996,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 34,207 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,198 (year 2026),  Design Load: HS 20,  Features Intersected: LITTLE CALUMET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.167,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 3 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 25.9m (85.0ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2007,  Underwater Inspection Date: June 2004,  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: 4500112,  Location: 0.4 km S OF I-94 (Lat: 41.569583,  Lng: -87.461564),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 33,820 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 50,250 (year 2026),  Features Intersected: LITTLE CALUMET RIVER,  Facility Carried by Structure: KENNEDY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 6.7m (22.0ft)),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.0 metric tons,  Inventory Rating: 27.0 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $150,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4500113,  Location: 0.4 km E OF US 41 (Lat: 41.555069,  Lng: -87.466686),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 20,135 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,920 (year 2026),  Design Load: HS 20,  Features Intersected: CONRAIL RAILROAD,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 43.2 metric tons,  Inventory Rating: 32.4 metric tons,  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 desirable criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2006),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4500117,  Location: 0.6 km W OF US 41 (Lat: 41.557322,  Lng: -87.497619),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 19,975 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,680 (year 2026),  Design Load: HS 20,  Features Intersected: HART DITCH,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.2 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $12,000,  Total Project Cost: $12,000 ( Estimate for 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: 4500118,  Location: 0.8 km E OF US 41 (Lat: 41.554292,  Lng: -87.461625),  Route carried "on" structure: City street ,  Year Built: 1936,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 11.94m (39.17ft),  Average Daily Traffic: 20,135 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,920 (year 2026),  Design Load: HS 20,  Features Intersected: KENNEDY AVENUE,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 43.2 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.94m (39.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $150,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4500173,  Location: 0.4 km S OF RIDGE RD (Lat: 41.548875,  Lng: -87.461606),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 26,865 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,920 (year 2026),  Features Intersected: CADY MARSH DITCH,  Facility Carried by Structure: KENNEDY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 43.2 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $12,000,  Total Project Cost: $15,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4500179,  Location: 0.4 km S OF RIDGE RD (Lat: 41.547500,  Lng: -87.447064),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,680 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,960 (year 2026),  Design Load: HS 20,  Features Intersected: CADY MARSH DITCH,  Facility Carried by Structure: GRACE STREET
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: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.2 metric tons,  Inventory Rating: 30.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 450018,  Location: 0.1 km S OF WIRTH (Lat: 41.547053,  Lng: -87.442192),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,160 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,185 (year 2026),  Design Load: HS 20,  Features Intersected: CADY MARSH DITCH,  Facility Carried by Structure: LIABLE ROAD
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: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 43.2 metric tons,  Inventory Rating: 30.6 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $20,000 ( Estimate for 2006),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4500181,  Location: 0.1 km S OF WIRTH (Lat: 41.546656,  Lng: -87.437322),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,890 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,270 (year 2026),  Design Load: HS 20,  Features Intersected: CADY MARSH DITCH,  Facility Carried by Structure: KLEINMAN 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),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.2 metric tons,  Inventory Rating: 30.6 metric tons,  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: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Roadway Improvement Cost: $10,000,  Total Project Cost: $10,000 ( Estimate for 2006),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4500118,  Location: 0.8 km E OF US 41 (Lat: 41.554292,  Lng: -87.461625),  Route carried "under" structure: City street ,  Year Built: 1936,  Structure Length: 11.94m (39.17ft),  Average Daily Traffic: 15,300 (year 2006),  Truck Traffic: 5%,  Features Intersected: KENNEDY AVENUE,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.0m (101.7ft)