 |
 |
Bridge Statistics for Porter, Indiana (IN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Porter, IN, Indiana, Indiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 24 Total length: 117 meters (384ft) Total costs: $2,745,000 Total average daily traffic: 386,328 Total average daily truck traffic: 19,374 National Bridge Inventory (NBI) Registered Bridges for Porter
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 526, Location: 2.5 km W SR 49 (Lat: 41.623333, Lng: -87.088333), Route carried "on" structure: US 20, Year Built: 1993, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 12,966 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 18,270 (year 2026), Design Load: HS 20, Features Intersected: LITTLE CALUMET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.453, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 12.0m (39.4ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 23.8m (78.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1811, Location: 1.6 km N I-94 (Lat: 41.636667, Lng: -87.060000), Route carried "on" structure: State highway 49, Year Built: 1931, Year Reconstructed: 1996, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 12,468 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 17,568 (year 2026), Design Load: H 20, Features Intersected: US 20 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.716, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Good, Superstructure: Serious, Substructure: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $2,300,000, Roadway Improvement Cost: $400,000, Total Project Cost: $2,700,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1812, Location: 1 km N US 20 (Lat: 41.645000, Lng: -87.063333), Route carried "on" structure: State highway 49, Year Built: 1930, Year Reconstructed: 1977, Status: Temporarily open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 9,316 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 13,126 (year 2026), Design Load: H 20, Features Intersected: US 12 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.762, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), 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: 15.3m (50.2ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Poor, Superstructure: Serious, Substructure: Fair, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1813, Location: 0 km N US 12 (Lat: 41.645000, Lng: -87.063333), Route carried "on" structure: State highway 49, Year Built: 1930, Year Reconstructed: 1977, Status: Temporarily open, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 2,537 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 3,574 (year 2026), Design Load: H 20, Features Intersected: NICTD RR,BIKE TRAIL & RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.842, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 491, Location: 2.1 km E US 20 (Lat: 41.615000, Lng: -87.086667), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 1993, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 28,677 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 57,126 (year 2026), Design Load: HS 20+Mod, Features Intersected: CONRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.004, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 19.9m (65.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: January 2007, Other Special Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4911, Location: 2.1 km E US 20 (Lat: 41.615000, Lng: -87.086667), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 1993, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 28,677 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 57,126 (year 2026), Design Load: HS 20+Mod, Features Intersected: CONRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.004, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: January 2007, Other Special Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4912, Location: 2.5 km E US 20 (Lat: 41.618333, Lng: -87.083333), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 1993, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 28,677 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 57,126 (year 2026), Design Load: HS 20+Mod, Features Intersected: BEAM STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.326, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Other Special Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4913, Location: 2.5 km E US 20 (Lat: 41.618333, Lng: -87.083333), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 1993, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 28,677 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 57,126 (year 2026), Design Load: HS 20+Mod, Features Intersected: BEAM STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.326, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Other Special Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4914, Location: 2.6 km W SR 49 (Lat: 41.621667, Lng: -87.078333), Route carried "on" structure: City street , Year Built: 1969, Year Reconstructed: 1984, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 265 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 373 (year 2026), Design Load: HS 20, Features Intersected: I-94, Facility Carried by Structure: WAGNER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State 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: 2, Number Of Approach Spans: 2, Length of Maximum Span: 35.9m (117.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: March 2007, Other Special Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4915, Location: 2.4 km W SR 49 (Lat: 41.623333, Lng: -87.075000), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 1993, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 28,677 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 57,126 (year 2026), Design Load: HS 20+Mod, Features Intersected: LITTLE CALUMET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.146, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 17.3m (56.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4916, Location: 2.4 km W SR 49 (Lat: 41.623333, Lng: -87.076667), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 1993, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 28,677 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 57,126 (year 2026), Design Load: HS 20+Mod, Features Intersected: LITTLE CALUMET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.146, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 17.3m (56.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4917, Location: 1.8 km W SR 49 (Lat: 41.625000, Lng: -87.068333), Route carried "on" structure: Alternate City street , Year Built: 1969, Year Reconstructed: 1984, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 5,763 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 8,119 (year 2026), Design Load: HS 20, Features Intersected: I-94, Facility Carried by Structure: WAVERLY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.0 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 640009, Location: 0 km 29N - MERIDIAN (Lat: 41.622228, Lng: -87.067306), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 5,094 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 7,569 (year 2026), Design Load: HS 20, Features Intersected: LITTLE CALUMET RIVER, Facility Carried by Structure: WAVERLY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.2m (46.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.23m (13.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $13,000, Total Project Cost: $45,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6400091, Location: 0 km 3N - 12W (Lat: 41.621817, Lng: -87.086744), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 492 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 731 (year 2026), Design Load: HS 20, Features Intersected: LITTLE CALUMET RIVER, Facility Carried by Structure: MINERAL SPRING 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.0m (23.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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 Find on map >>
Structure Number: 6400092, Location: 0 km 3N - 7W (Lat: 41.622367, Lng: -87.076947), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 1,657 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 2,462 (year 2026), Design Load: HS 20, Features Intersected: LITTLE CALUMET RIVER, Facility Carried by Structure: WAGNER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.3m (46.9ft) 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2006, Underwater Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 6400129, Location: 0 km 29N - 155 W (Lat: 41.622458, Lng: -87.094611), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 71 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 106 (year 2026), Design Load: HS 20, Features Intersected: LITTLE CALUMET RIVER, Facility Carried by Structure: HOWE 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.7m (74.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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 Find on map >>
Structure Number: 525, Location: 3 km E SR 149 (Lat: 41.616667, Lng: -87.095000), Route carried "under" structure: US 20, Year Built: 1934, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 22,496 (year 2004), Truck Traffic: 5%, Features Intersected: US 20, Facility Carried by Structure: AMTRAK Minimum Vertical Clearance: 4.16m (13.65ft), Kilometerpoint: 11.536, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 18.5m (60.7ft) Find on map >>
Structure Number: 1811, Location: 1.6 km N I-94 (Lat: 41.636667, Lng: -87.060000), Route carried "under" structure: US 20, Year Built: 1931, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 13,618 (year 2004), Truck Traffic: 5%, Features Intersected: US 20, Facility Carried by Structure: SR 49 Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 15.301, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.0m (52.5ft) Find on map >>
Structure Number: 1812, Location: 1 km N US 20 (Lat: 41.645000, Lng: -87.063333), Route carried "under" structure: US 12, Year Built: 1930, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 10,323 (year 2004), Truck Traffic: 5%, Features Intersected: US 12, Facility Carried by Structure: SR 49 Minimum Vertical Clearance: 4.31m (14.14ft), Kilometerpoint: 14.255, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 15.3m (50.2ft) Find on map >>
Structure Number: 1813, Location: 0 km N US 12 (Lat: 41.645000, Lng: -87.063333), Route carried "under" structure: City street , Year Built: 1930, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 118 (year 2004), Truck Traffic: 5%, Features Intersected: NICTD RR,BIKE TRAIL & RD, Facility Carried by Structure: SR 49 Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 12.2m (40.0ft) Find on map >>
Structure Number: 4912, Location: 2.5 km E US 20 (Lat: 41.618333, Lng: -87.083333), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 1,185 (year 2004), Truck Traffic: 5%, Features Intersected: BEAM STREET, Facility Carried by Structure: I-94 EBL Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.8m (84.6ft) Find on map >>
Structure Number: 4913, Location: 2.5 km E US 20 (Lat: 41.618333, Lng: -87.083333), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 1,185 (year 2004), Truck Traffic: 5%, Features Intersected: BEAM STREET, Facility Carried by Structure: I-94 WBL Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.8m (84.6ft) Find on map >>
Structure Number: 4914, Location: 2.6 km W SR 49 (Lat: 41.621667, Lng: -87.078333), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 57,356 (year 2004), Truck Traffic: 5%, Features Intersected: I-94, Facility Carried by Structure: WAGNER ROAD Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 38.937, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.9m (117.8ft) Find on map >>
Structure Number: 4917, Location: 1.8 km W SR 49 (Lat: 41.625000, Lng: -87.068333), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 57,356 (year 2004), Truck Traffic: 5%, Features Intersected: I-94, Facility Carried by Structure: WAVERLY ROAD Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 39.822, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft) Discuss this city on our hugely popular Indiana forum Back to: Porter, IN, Indiana, All US cities.
|
 |
