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Bridge Statistics for Portage, Indiana (IN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Portage, IN, Indiana, Indiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 73 Total length: 448 meters (1,470ft) Total costs: $2,052,000 Total average daily traffic: 1,165,469 Total average daily truck traffic: 58,700 National Bridge Inventory (NBI) Registered Bridges for Portage
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 323, Location: 1.5 km W SR 249 (Lat: 41.618333, Lng: -87.176667), Route carried "on" structure: US 12, Year Built: 1970, Year Reconstructed: 2001, Status: Open, Structure Length: 8.71m (28.58ft), Average Daily Traffic: 3,609 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 5,085 (year 2026), Design Load: HS 20, Features Intersected: BURNS DITCH (DEEP RIVER) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.990, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 8.2m (26.9ft), Horizontal Clearance: 48.7m (159.8ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.3m (50.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2008, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 324, Location: 1.5 km W SR 249 (Lat: 41.620000, Lng: -87.176667), Route carried "on" structure: US 12, Year Built: 1970, Year Reconstructed: 2001, Status: Open, Structure Length: 8.71m (28.58ft), Average Daily Traffic: 3,609 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 5,085 (year 2026), Design Load: HS 20, Features Intersected: BURNS DITCH (DEEP RIVER) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.990, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 8.2m (26.9ft), Horizontal Clearance: 48.7m (159.8ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.3m (50.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2008, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 521, Location: 1.6 km E SR 51 (Lat: 41.595000, Lng: -87.221667), Route carried "on" structure: US 20, Year Built: 1998, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 13,476 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 18,988 (year 2026), Design Load: HS 20, Features Intersected: BURNS DITCH (DEEP RIVER) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 16.2m (53.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.7m (71.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior 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: July 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: 522, Location: 2.5 km E SR 51 (Lat: 41.593333, Lng: -87.210000), Route carried "on" structure: US 20, Year Built: 1948, Year Reconstructed: 1997, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 13,476 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 18,988 (year 2026), Design Load: HS 20, Features Intersected: WILLOW CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.045, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.3m (56.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.4m (60.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 523, Location: 2 km W SR 249 (Lat: 41.591667, Lng: -87.196667), Route carried "on" structure: US 20, Year Built: 1931, Year Reconstructed: 1999, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 13,476 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 18,988 (year 2026), Design Load: H 20, Features Intersected: CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.252, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up Find on map >>
Structure Number: 524, Location: 1.8 km W SR 149 (Lat: 41.600000, Lng: -87.146667), Route carried "on" structure: US 20, Year Built: 1994, Status: Open, Structure Length: 3.59m (11.78ft), Average Daily Traffic: 3,473 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 4,893 (year 2026), Design Load: HS 20, Features Intersected: SALT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.645, Lanes on 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: 35.0m (114.8ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: Superior 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: 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: 2734, Location: 1.6 km S US 6 (Lat: 41.536667, Lng: -87.125000), Route carried "on" structure: State highway 149, Year Built: 1955, Year Reconstructed: 1999, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 10,655 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 15,013 (year 2026), Design Load: HS 20, Features Intersected: SALT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.698, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: June 2004, Other Special Inspection Date: July 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: 2735, Location: 1.4 km N US 6 (Lat: 41.565000, Lng: -87.125000), Route carried "on" structure: State highway 149, Year Built: 1955, Year Reconstructed: 1986, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 10,999 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 15,498 (year 2026), Design Load: HS 20, Features Intersected: SALT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.884, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 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, 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: June 2004, Other Special Inspection Date: July 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: 3041, Location: 0.3 km N US 20 (Lat: 41.603333, Lng: -87.175000), Route carried "on" structure: State highway 249, Year Built: 1967, Year Reconstructed: 1994, Status: Open, Structure Length: 7.40m (24.28ft), Average Daily Traffic: 14,525 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 20,466 (year 2026), Design Load: HS 20, Features Intersected: I-94 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, 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: 3042, Location: 0.3 km N US 20 (Lat: 41.603333, Lng: -87.175000), Route carried "on" structure: State highway 249, Year Built: 1967, Year Reconstructed: 1994, Status: Open, Structure Length: 7.40m (24.28ft), Average Daily Traffic: 14,525 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 20,466 (year 2026), Design Load: HS 20, Features Intersected: I-94 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, 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: 3043, Location: 1.1 km N I-94 (Lat: 41.613333, Lng: -87.173333), Route carried "on" structure: State highway 249, Year Built: 1972, Year Reconstructed: 2003, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 9,233 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 13,009 (year 2026), Design Load: HS 20+Mod, Features Intersected: LITTLE CALUMET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.528, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 26.8m (87.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 3044, Location: 1.1 km N I-94 (Lat: 41.613333, Lng: -87.175000), Route carried "on" structure: State highway 249, Year Built: 1972, Year Reconstructed: 2003, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 9,233 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 13,009 (year 2026), Design Load: HS 20+Mod, Features Intersected: LITTLE CALUMET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.528, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 26.8m (87.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 3045, Location: 0.3 km S US 12 (Lat: 41.616667, Lng: -87.160000), Route carried "on" structure: State highway 249, Year Built: 1972, Year Reconstructed: 2003, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 5,909 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 8,325 (year 2026), Design Load: HS 20, Features Intersected: MUCK POCKET (SALT CREEK) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.041, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal 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: Latex Concrete Find on map >>
Structure Number: 3046, Location: 0.3 km S US 12 (Lat: 41.616667, Lng: -87.160000), Route carried "on" structure: State highway 249, Year Built: 1972, Year Reconstructed: 2003, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 5,909 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 8,325 (year 2026), Design Load: HS 20, Features Intersected: MUCK POCKET (SALT CREEK) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.041, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal 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: Latex Concrete Find on map >>
Structure Number: 4673, Location: 1 km E I-94 (Lat: 41.586667, Lng: -87.213333), Route carried "on" structure: Alternate City street , Year Built: 1956, Year Reconstructed: 1996, Status: Open, Structure Length: 7.55m (24.77ft), Average Daily Traffic: 3,744 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 5,276 (year 2026), Design Load: HS 20+Mod, Features Intersected: I-90, Facility Carried by Structure: DOMBEY RD-750W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Other Special Inspection Date: August 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: 4674, Location: 1.9 km E I-94 (Lat: 41.585000, Lng: -87.201667), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1989, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 12,981 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 25,858 (year 2026), Design Load: HS 20+Mod, Features Intersected: CONRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.266, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Other Special Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4675, Location: 1.9 km E I-94 (Lat: 41.585000, Lng: -87.201667), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1989, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 12,981 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 25,858 (year 2026), Design Load: HS 20+Mod, Features Intersected: CONRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.266, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Other Special Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4676, Location: 2.4 km E I-94 (Lat: 41.581667, Lng: -87.198333), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1989, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 12,981 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 25,858 (year 2026), Design Load: HS 20+Mod, Features Intersected: CRUIKSHANK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.685, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4677, Location: 2.4 km E I-94 (Lat: 41.583333, Lng: -87.198333), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1989, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 12,981 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 25,858 (year 2026), Design Load: HS 20+Mod, Features Intersected: CRUIKSHANK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.685, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4678, Location: 3.6 km E I-94 (Lat: 41.581667, Lng: -87.183333), Route carried "on" structure: Alternate City street , Year Built: 1956, Year Reconstructed: 1989, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 7,548 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 10,636 (year 2026), Design Load: HS 20+Mod, Features Intersected: I-90, Facility Carried by Structure: CR 600W/WILLOW CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.4m (76.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Other Special Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 46785, Location: 3.9 km E I-94 (Lat: 41.580000, Lng: -87.180000), Route carried "on" structure: Ramp Interstate 90, Year Built: 1984, Status: Open, Structure Length: 8.62m (28.28ft), Average Daily Traffic: 3,264 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 6,501 (year 2026), Design Load: HS 20+Mod, Features Intersected: I-90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.213, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.5m (155.8ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4679, Location: 4 km W SR 149 (Lat: 41.580000, Lng: -87.170000), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1989, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 21,132 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 42,096 (year 2026), Design Load: HS 20+Mod, Features Intersected: HAMSTROM ROAD-525W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.130, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 468, Location: 4 km W SR 149 (Lat: 41.580000, Lng: -87.170000), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1989, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 21,132 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 42,096 (year 2026), Design Load: HS 20+Mod, Features Intersected: HAMSTROM ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.130, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4681, Location: 2.8 km W SR 149 (Lat: 41.576667, Lng: -87.156667), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1989, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 21,132 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 42,096 (year 2026), Design Load: HS 20+Mod, Features Intersected: CENTRAL AVENUE (CR 975N) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.289, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Other Special Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4682, Location: 2.8 km W SR 149 (Lat: 41.576667, Lng: -87.156667), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1989, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 21,132 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 42,096 (year 2026), Design Load: HS 20+Mod, Features Intersected: CENTRAL AVENUE (CR 975N) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.289, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Other Special Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4683, Location: 2.7 km W SR 149 (Lat: 41.575000, Lng: -87.155000), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1989, Status: Open, Structure Length: 5.69m (18.67ft), Average Daily Traffic: 21,132 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 42,096 (year 2026), Design Load: HS 20+Mod, Features Intersected: PRAIRIE-DUNELAND BIKE TR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.369, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Other Special Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4684, Location: 2.7 km W SR 149 (Lat: 41.575000, Lng: -87.155000), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1989, Status: Open, Structure Length: 5.69m (18.67ft), Average Daily Traffic: 21,132 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 42,096 (year 2026), Design Load: HS 20+Mod, Features Intersected: PRAIRIE-DUNELAND BIKE TR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.369, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Other Special Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4685, Location: 2.5 km W SR 149 (Lat: 41.573333, Lng: -87.153333), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1989, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 21,132 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 42,096 (year 2026), Design Load: HS 20+Mod, Features Intersected: SAMUELSON RD-CR 450W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.643, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4686, Location: 2.5 km W SR 149 (Lat: 41.575000, Lng: -87.153333), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1989, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 21,132 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 42,096 (year 2026), Design Load: HS 20+Mod, Features Intersected: SAMUELSON RD-CR 450W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.643, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4687, Location: 1.6 km W SR 149 (Lat: 41.573333, Lng: -87.145000), Route carried "on" structure: Alternate City street , Year Built: 1956, Year Reconstructed: 1996, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 7,632 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 10,754 (year 2026), Design Load: HS 20+Mod, Features Intersected: I-90, Facility Carried by Structure: MCCOOL RD-400W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Other Special Inspection Date: August 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: 4688, Location: 0.5 km W SR 149 (Lat: 41.571667, Lng: -87.131667), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1986, Status: Open, Structure Length: 5.69m (18.67ft), Average Daily Traffic: 21,132 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 42,096 (year 2026), Design Load: HS 20+Mod, Features Intersected: SALT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.574, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.3 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.69m (18.67ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Other Special Inspection Date: August 2007, Bridge Improvement Cost: $563,000, Total Project Cost: $563,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4689, Location: 0.5 km W SR 149 (Lat: 41.573333, Lng: -87.131667), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1986, Status: Open, Structure Length: 5.69m (18.67ft), Average Daily Traffic: 21,132 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 42,096 (year 2026), Design Load: HS 20+Mod, Features Intersected: SALT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.574, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.3 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.69m (18.67ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Other Special Inspection Date: August 2007, Bridge Improvement Cost: $563,000, Total Project Cost: $563,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 469, Location: 6.8 km W SR 49 (Lat: 41.575000, Lng: -87.125000), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1986, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 21,132 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 42,096 (year 2026), Design Load: HS 20+Mod, Features Intersected: SR 149 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.153, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Other Special Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4691, Location: 6.8 km W SR 49 (Lat: 41.575000, Lng: -87.125000), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1986, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 21,132 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 42,096 (year 2026), Design Load: HS 20+Mod, Features Intersected: SR 149 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.153, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Other Special Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4902, Location: 1.4 km E I-90 (Lat: 41.595000, Lng: -87.218333), Route carried "on" structure: Interstate 94, Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 25.87m (84.88ft), Average Daily Traffic: 40,985 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 81,642 (year 2026), Design Load: HS 20+Mod, Features Intersected: US 20, WILLOW CR & CSX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.403, Lanes on structure: 3, Lanes under structure: 4, 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: 12, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 19.9m (65.3ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 56.7 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 25.87m (84.88ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2006, Other Special Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4903, Location: 1.4 km E I-90 (Lat: 41.595000, Lng: -87.218333), Route carried "on" structure: Interstate 94, Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 25.87m (84.88ft), Average Daily Traffic: 40,985 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 81,642 (year 2026), Design Load: HS 20+Mod, Features Intersected: US 20, WILLOW CR & CSX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.403, Lanes on structure: 3, Lanes under structure: 4, 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: 12, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 56.7 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 25.87m (84.88ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2006, Other Special Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4904, Location: 0.8 km E SR 249 (Lat: 41.601667, Lng: -87.165000), Route carried "on" structure: Interstate 94, Year Built: 1968, Year Reconstructed: 1993, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 35,803 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 71,320 (year 2026), Design Load: HS 20+Mod, Features Intersected: BETH. STEEL CO EASEMENT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.021, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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: Meets minimum limits, 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 Find on map >>
Structure Number: 4905, Location: 0.8 km E SR 249 (Lat: 41.603333, Lng: -87.165000), Route carried "on" structure: Interstate 94, Year Built: 1968, Year Reconstructed: 1993, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 35,803 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 71,320 (year 2026), Design Load: HS 20+Mod, Features Intersected: BETH. STEEL CO EASEMENT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.021, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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: Meets minimum limits, 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 Find on map >>
Structure Number: 4906, Location: 2 km W SR 149 (Lat: 41.601667, Lng: -87.148333), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 1993, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 35,803 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 71,320 (year 2026), Design Load: HS 20+Mod, Features Intersected: SALT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.389, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), 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-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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: Superior 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: 4907, Location: 2 km W SR 149 (Lat: 41.603333, Lng: -87.148333), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 1993, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 35,803 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 71,320 (year 2026), Design Load: HS 20+Mod, Features Intersected: SALT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.389, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), 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-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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: Superior 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: 6400082, Location: 0 km 875 N - 374W (Lat: 41.561139, Lng: -87.138667), Route carried "on" structure: City street 62, Year Built: 2001, Status: Open, Structure Length: 2.02m (6.63ft), Average Daily Traffic: 3,099 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 4,605 (year 2026), Design Load: HS 20, Features Intersected: SQUIRREL CREEK, Facility Carried by Structure: ROAD 875 NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6400084, Location: 0 km 85N - 67W (Lat: 41.557803, Lng: -87.194114), Route carried "on" structure: Alternate City street , Year Built: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 7,635 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 11,345 (year 2026), Design Load: HS 20, Features Intersected: WILLOW CREEK, Facility Carried by Structure: LUTE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: 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: 6.7m (22.0ft), Out-to-Out Width: 6.8m (22.3ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.1 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $250,000, Total Project Cost: $455,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 6400088, Location: 0 km 135 N - 40W (Lat: 41.596583, Lng: -87.144028), Route carried "on" structure: Alternate City street , Year Built: 1970, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 2,262 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 3,361 (year 2026), Design Load: HS 20, Features Intersected: SALT CREEK, Facility Carried by Structure: OLD PORTER 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft) 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: 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: 640011, Location: 0 km 9N - 63W (Lat: 41.564972, Lng: -87.188992), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 8,183 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 12,160 (year 2026), Design Load: HS 20, Features Intersected: WILLOW CREEK, Facility Carried by Structure: STONE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006 Discuss this city on our hugely popular Indiana forum Back to: Portage, IN, Indiana, All US cities.
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