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Bridge Statistics for Chesterton, Indiana (IN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Chesterton, IN, Indiana, Indiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 37 Total length: 150 meters (492ft) Total costs: $1,927,000 Total average daily traffic: 375,447 Total average daily truck traffic: 19,162 National Bridge Inventory (NBI) Registered Bridges for Chesterton
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1802, Location: 1.6 km N I-90 (Lat: 41.590000, Lng: -87.045000), Route carried "on" structure: State highway 49, Year Built: 1969, Year Reconstructed: 1987, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 14,122 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 19,898 (year 2026), Design Load: HS 20, Features Intersected: ABAND. RR (RAIL-ROAD ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.891, Lanes on structure: 2, Lanes under structure: 22, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 13.2m (43.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 1803, Location: 1.6 km N I-90 (Lat: 41.590000, Lng: -87.045000), Route carried "on" structure: State highway 49, Year Built: 1969, Year Reconstructed: 1987, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 14,122 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 19,898 (year 2026), Design Load: HS 20, Features Intersected: ABAND. RR (RAIL-ROAD ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.891, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.2m (43.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 1804, Location: 2.9 km S I-94 (Lat: 41.600000, Lng: -87.045000), Route carried "on" structure: State highway 49, Year Built: 1969, Year Reconstructed: 1987, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 13,666 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 19,256 (year 2026), Design Load: HS 20, Features Intersected: COFFEE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.098, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.1 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1805, Location: 2.9 km S I-94 (Lat: 41.600000, Lng: -87.045000), Route carried "on" structure: State highway 49, Year Built: 1969, Year Reconstructed: 1987, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 13,666 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 19,256 (year 2026), Design Load: HS 20, Features Intersected: COFFEE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.098, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.1 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1806, Location: 1.6 km S I-94 (Lat: 41.611667, Lng: -87.041667), Route carried "on" structure: State highway 49, Year Built: 1969, Year Reconstructed: 1987, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 14,288 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 20,132 (year 2026), Design Load: HS 20, Features Intersected: NSRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.401, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 5.12m (16.80ft), 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 Find on map >>
Structure Number: 1807, Location: 1.6 km S I-94 (Lat: 41.611667, Lng: -87.041667), Route carried "on" structure: State highway 49, Year Built: 1969, Year Reconstructed: 1987, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 14,288 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 20,132 (year 2026), Design Load: HS 20, Features Intersected: NSRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.401, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 5.12m (16.80ft), 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 Find on map >>
Structure Number: 1808, Location: 0.5 km S I-94 (Lat: 41.620000, Lng: -87.043333), Route carried "on" structure: State highway 49, Year Built: 1970, Year Reconstructed: 1987, Status: Open, Structure Length: 12.74m (41.80ft), Average Daily Traffic: 16,362 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 23,054 (year 2026), Design Load: HS 20, Features Intersected: CSX RR & LITTLE CALUMET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.480, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.74m (41.80ft), 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 Find on map >>
Structure Number: 18085, Location: 0.5 km S I-94 (Lat: 41.620000, Lng: -87.043333), Route carried "on" structure: State highway 49, Year Built: 1970, Year Reconstructed: 1987, Status: Open, Structure Length: 12.74m (41.80ft), Average Daily Traffic: 16,362 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 23,054 (year 2026), Design Load: HS 20, Features Intersected: CSX RR & LITTLE CALUMET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.480, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.4 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.74m (41.80ft), 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 Find on map >>
Structure Number: 1809, Location: 1.6 km S US 20 (Lat: 41.625000, Lng: -87.046667), Route carried "on" structure: State highway 49, Year Built: 1969, Year Reconstructed: 1996, Status: Open, Structure Length: 8.13m (26.67ft), Average Daily Traffic: 32,725 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 46,109 (year 2026), Design Load: HS 20, Features Intersected: I-94 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.075, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.2m (72.8ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 28.9m (94.8ft), Out-to-Out Width: 29.8m (97.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 45.0 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, 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: 181, Location: 0.5 km N I-94 (Lat: 41.630000, Lng: -87.048333), Route carried "on" structure: State highway 49, Year Built: 1970, Year Reconstructed: 1987, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 18,443 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 25,986 (year 2026), Design Load: HS 20, Features Intersected: AMTRAK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.606, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 28.1m (92.2ft), Out-to-Out Width: 29.1m (95.5ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.30m (17.39ft), 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 Find on map >>
Structure Number: 4918, Location: 0.8 km W SR 49 (Lat: 41.625000, Lng: -87.056667), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 1993, Status: Open, Structure Length: 7.98m (26.18ft), 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: AMTRAK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.755, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 19.9m (65.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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, Inspection Date: January 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: 4919, Location: 0.8 km W SR 49 (Lat: 41.625000, Lng: -87.056667), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 1993, Status: Open, Structure Length: 7.98m (26.18ft), 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: AMTRAK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.755, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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, Inspection Date: January 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: 492, Location: 1 km E SR 49 (Lat: 41.625000, Lng: -87.035000), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 1998, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 20,828 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 41,491 (year 2026), Design Load: HS 20+Mod, Features Intersected: CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.638, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.1m (92.2ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 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: 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: July 2006, Other Special Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4921, Location: 1 km E SR 49 (Lat: 41.625000, Lng: -87.035000), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 1998, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 20,828 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 41,491 (year 2026), Design Load: HS 20+Mod, Features Intersected: CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.638, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.1m (92.2ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 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: 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: July 2006, Other Special Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 6400066, Location: 0 km 5N - 375 W (Lat: 41.507158, Lng: -87.137189), Route carried "on" structure: Alternate City street 276, Year Built: 1981, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,477 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 3,681 (year 2026), Design Load: HS 20, Features Intersected: SALT CREEK, Facility Carried by Structure: ROAD 500 NORTH 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), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Inventory Rating: 28.8 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Total Project Cost: $8,000 ( Estimate for 2006) Find on map >>
Structure Number: 6400067, Location: 0 km 6N - 325 W (Lat: 41.521242, Lng: -87.126258), Route carried "on" structure: Alternate City street 56, Year Built: 1970, Status: Open, Structure Length: 2.20m (7.22ft), Average Daily Traffic: 1,400 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2026), Design Load: HS 20, Features Intersected: SALT CREEK, Facility Carried by Structure: ROAD 600 NORTH 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6400075, Location: 0 km 275 N - 64E (Lat: 41.617286, Lng: -86.946339), Route carried "on" structure: Alternate City street 258, Year Built: 1968, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 196 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 291 (year 2026), Features Intersected: BRANCH OF KEMPER DITCH, Facility Carried by Structure: ROAD 1275 NORTH 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: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.9m (22.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6400076, Location: 0 km 3N - 70E (Lat: 41.621906, Lng: -86.932283), Route carried "on" structure: City street 81, Year Built: 1963, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 1,662 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 2,470 (year 2026), Design Load: HS 20, Features Intersected: BRANCH OF KEMPER DITCH, Facility Carried by Structure: ROAD 700 EAST 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: 8.3m (27.2ft), Curb-To-Curb Width: 7.2m (23.6ft), 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Total Project Cost: $15,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6400077, Location: 0 km 185 N - 70E (Lat: 41.605047, Lng: -86.931981), Route carried "on" structure: City street 81, Year Built: 1950, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 1,642 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 2,440 (year 2026), Design Load: HS 20, Features Intersected: BRANCH OF KEMPER DITCH, Facility Carried by Structure: ROAD 700 EAST 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: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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 Find on map >>
Structure Number: 640008, Location: 0 km 05N - 15E (Lat: 41.586294, Lng: -87.037492), Route carried "on" structure: Alternate City street 72, Year Built: 1997, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,770 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 2,630 (year 2026), Design Load: HS 20, Features Intersected: COFFEE CREEK, Facility Carried by Structure: ROAD 1050 NORTH 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: 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-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.1m (56.1ft) 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: Superior to present desirable criteria, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6400085, Location: 0 km 1N - 145 E (Lat: 41.593572, Lng: -87.040261), Route carried "on" structure: City street 74, Year Built: 1968, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 4,176 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 6,205 (year 2026), Features Intersected: COFFEE CREEK, Facility Carried by Structure: ROAD 1100 NORTH 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: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.9m (22.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 27.9 metric tons, Inventory Rating: 20.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $250,000, Total Project Cost: $436,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6400089, Location: 0 km 275 N - 25E (Lat: 41.617042, Lng: -87.021903), Route carried "on" structure: City street 252, Year Built: 1974, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 4,526 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 6,725 (year 2026), Design Load: HS 20, Features Intersected: LITTLE CALUMET RIVER, Facility Carried by Structure: INDIAN BOUNDRY RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, 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: 6400093, Location: 0 km 2N - 8E (Lat: 41.606706, Lng: -87.050581), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 5,376 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 7,988 (year 2026), Design Load: HS 20, Features Intersected: COFFEE CREEK, Facility Carried by Structure: PORTER AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 31.5 metric tons, Inventory Rating: 23.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $250,000, Total Project Cost: $613,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6400095, Location: 0 km 34N - 60E (Lat: 41.627358, Lng: -86.951539), Route carried "on" structure: Alternate City street 79, Year Built: 1940, Status: Posted for load, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 263 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 391 (year 2026), Features Intersected: LITTLE CALUMET RIVER, Facility Carried by Structure: ROAD 600 EAST 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 27.0 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $100,000, Total Project Cost: $271,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6400096, Location: 0 km 31N - 45E (Lat: 41.623864, Lng: -86.980531), Route carried "on" structure: Alternate City street 215, Year Built: 1963, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 344 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 511 (year 2026), Design Load: HS 20, Features Intersected: LITTLE CALUMET RIVER, Facility Carried by Structure: ROAD 450 EAST 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: 16.7m (54.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 6400097, Location: 0 km 3N - 447 E (Lat: 41.622361, Lng: -86.999983), Route carried "on" structure: Alternate City street 262, Year Built: 1963, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 293 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 435 (year 2026), Design Load: HS 20, Features Intersected: LITTLE CALUMET RIVER, Facility Carried by Structure: ROAD 1300 NORTH 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: 16.1m (52.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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, Membrane: Preformed Fabric Find on map >>
Structure Number: 6400098, Location: 0 km 27N - 25E (Lat: 41.615503, Lng: -87.033275), Route carried "on" structure: City street 55, Year Built: 1954, Status: Open, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 3,369 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 5,006 (year 2026), Features Intersected: LITTLE CALUMET RIVER, Facility Carried by Structure: ROAD 250 EAST 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: 4 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 29.7 metric tons, Inventory Rating: 22.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $334,000, Roadway Improvement Cost: $250,000, Total Project Cost: $584,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6400108, Location: 0 km 21N - 9E (Lat: 41.608656, Lng: -87.066458), Route carried "on" structure: Alternate City street , Year Built: 1977, Status: Open, Structure Length: 3.00m (9.84ft), Average Daily Traffic: 1,067 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 1,586 (year 2026), Design Load: HS 20, Features Intersected: COFFEE CREEK, Facility Carried by Structure: MORGAN AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 11.0m (36.1ft) 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: 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 Find on map >>
Structure Number: 6400109, Location: 0 km 26N - 95 E (Lat: 41.616836, Lng: -87.048181), Route carried "on" structure: City street , Year Built: 1980, Year Reconstructed: 1990, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 8,687 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 12,908 (year 2026), Design Load: HS 20, Features Intersected: COFFEE CREEK, Facility Carried by Structure: INDIAN BOUNDRY RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 18.1m (59.4ft) 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: 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 Find on map >>
Structure Number: 6400122, Location: 0 km 28N - 8E (Lat: 41.621303, Lng: -87.065894), Route carried "on" structure: Alternate City street , Year Built: 1992, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 484 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 719 (year 2026), Design Load: HS 20, Features Intersected: LITTLE CALUMET RIVER, Facility Carried by Structure: CALUMET ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very 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: 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: Monolithic Concrete Find on map >>
Structure Number: 6400126, Location: 0 km 26N - 75 E (Lat: 41.617061, Lng: -87.050425), Route carried "on" structure: Alternate City street , Year Built: 1925, Year Reconstructed: 1999, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 1,269 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 1,886 (year 2026), Features Intersected: COFFEE CREEK, Facility Carried by Structure: CALUMET ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than 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 Find on map >>
Structure Number: 6400152, Location: 0 km 075 N - 15E (Lat: 41.589400, Lng: -87.038739), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,160 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 1,724 (year 2026), Design Load: HS 20, Features Intersected: COFFEE CREEK, Facility Carried by Structure: RAIL ROAD 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft) 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006 Find on map >>
Structure Number: 6400153, Location: 0 km 2N - 20E (Lat: 41.606228, Lng: -87.027367), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 168 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 250 (year 2026), Design Load: HS 20, Features Intersected: SAND CREEK, Facility Carried by Structure: LOST TREE DRIVE 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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1802, Location: 1.6 km N I-90 (Lat: 41.590000, Lng: -87.045000), Route carried "under" structure: Alternate City street , Year Built: 1969, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 204 (year 2004), Truck Traffic: 5%, Features Intersected: ABAND. RR (RAIL-ROAD ST., Facility Carried by Structure: SR 49 NBL Minimum Vertical Clearance: 6.65m (21.82ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 22, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 13.2m (43.3ft) Find on map >>
Structure Number: 1803, Location: 1.6 km N I-90 (Lat: 41.590000, Lng: -87.045000), Route carried "under" structure: Alternate City street , Year Built: 1969, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 204 (year 2004), Truck Traffic: 5%, Features Intersected: ABAND. RR (RAIL-ROAD ST., Facility Carried by Structure: SR 49 SBL Minimum Vertical Clearance: 0.68m (2.23ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 13.2m (43.3ft) Find on map >>
Structure Number: 1809, Location: 1.6 km S US 20 (Lat: 41.625000, Lng: -87.046667), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 8.13m (26.67ft), Average Daily Traffic: 57,356 (year 2004), Truck Traffic: 5%, Features Intersected: I-94, Facility Carried by Structure: SR 49 Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 41.624, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Find on map >>
Structure Number: 27355, Location: 1.4 km S US 20 (Lat: 41.588333, Lng: -87.125000), Route carried "under" structure: State highway 149, Year Built: 1998, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 10,300 (year 2004), Truck Traffic: 5%, Features Intersected: SR 149, Facility Carried by Structure: DUNELAND BIKETRAIL Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 10.651, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 40.9m (134.2ft) Discuss this city on our hugely popular Indiana forum Back to: Chesterton, IN, Indiana, All US cities.
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