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Bridge Statistics for Skokie, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Skokie, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 27 Total length: 175 meters (574ft) Total costs: $19,046,000 Total average daily traffic: 1,628,800 Total average daily truck traffic: 101,647 National Bridge Inventory (NBI) Registered Bridges for Skokie
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 16010303803, Location: 1.3 M N IL 58 (Lat: 42.058531, Lng: -87.757300), Route carried "on" structure: Interstate 94, Year Built: 1950, Year Reconstructed: 2008, Status: Open, Structure Length: 14.32m (46.98ft), Average Daily Traffic: 79,650 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 115,640 (year 2021), Design Load: HS 20, Features Intersected: RR - UP ? Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.085, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal 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: Monolithic Concrete Find on map >>
Structure Number: 16010403804, Location: 1.3 M N IL 58 (Lat: 42.058281, Lng: -87.757553), Route carried "on" structure: Interstate 94, Year Built: 1950, Year Reconstructed: 2008, Status: Open, Structure Length: 14.32m (46.98ft), Average Daily Traffic: 79,650 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 90,950 (year 2021), Design Load: HS 20, Features Intersected: RR - UP ? Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.117, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal 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: Monolithic Concrete Find on map >>
Structure Number: 16010503805, Location: GOLF RD (Lat: 42.055358, Lng: -87.760342), Route carried "on" structure: Interstate 94, Year Built: 1949, Year Reconstructed: 2008, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 159,300 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 242,480 (year 2021), Design Load: HS 20, Features Intersected: GOLF RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.487, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 36.9m (121.1ft), Out-to-Out Width: 37.9m (124.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1607140435, Location: 1 M N DEVON (Lat: 42.011853, Lng: -87.710056), Route carried "on" structure: Other road 1340, Year Built: 1930, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 20,100 (year 2006), Truck Traffic: 18%, Average Future Daily Traffic: 31,860 (year 2021), Design Load: H 15, Features Intersected: N SHORE CHANNEL, Facility Carried by Structure: TOUHY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.121, Lanes on structure: 4, Owner: Local Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.64m (18.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $816,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,224,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 16071904359, Location: 2.7 M E I-94 (Lat: 42.019108, Lng: -87.710519), Route carried "on" structure: Other road 1334, Year Built: 1951, Status: Open, Structure Length: 6.87m (22.54ft), Average Daily Traffic: 17,900 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 14,640 (year 2021), Design Load: HS 20, Features Intersected: N SHORE CHANNEL, Facility Carried by Structure: HOWARD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.137, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.56m (24.80ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2008, Underwater Inspection Date: March 2005, Bridge Improvement Cost: $1,663,000, Roadway Improvement Cost: $166,000, Total Project Cost: $2,495,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 16072004361, Location: 2.2 M N US 14 (Lat: 42.018011, Lng: -87.759983), Route carried "on" structure: Other road 2798, Year Built: 1950, Year Reconstructed: 1982, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 19,100 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 23,040 (year 2021), Design Load: HS 20, Features Intersected: I- 94 EDENS, Facility Carried by Structure: NILES CENTER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.232, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.7m (64.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.41m (24.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $16,000, Total Project Cost: $376,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 16082304449, Location: 1.5 M N IL 58 (Lat: 42.062547, Lng: -87.754811), Route carried "on" structure: Other road 1310, Year Built: 1950, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 16,200 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 14,445 (year 2021), Design Load: HS 20, Features Intersected: I- 94 EDENS, Facility Carried by Structure: OLD ORCHARD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16082504452, Location: 0.5 M N IL 58 (Lat: 42.048122, Lng: -87.761939), Route carried "on" structure: Other road 1313, Year Built: 1950, Year Reconstructed: 1984, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 9,200 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 13,080 (year 2021), Features Intersected: I- 94 EDENS, Facility Carried by Structure: CHURCH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.245, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.9m (65.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.74m (22.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $14,000, Total Project Cost: $338,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 16082804456, Location: 3 M E I-94 (Lat: 42.026397, Lng: -87.710342), Route carried "on" structure: Other road 1332, Year Built: 1957, Year Reconstructed: 2002, Status: Open, Structure Length: 6.87m (22.54ft), Average Daily Traffic: 23,300 (year 2002), Average Future Daily Traffic: 22,950 (year 2021), Design Load: HS 20, Features Intersected: N SHORE CHANNEL, Facility Carried by Structure: OAKTON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.761, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.8 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.38m (27.49ft), Designated Inspection Frequency: Every 36 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2008, Underwater Inspection Date: March 2005, Bridge Improvement Cost: $1,848,000, Roadway Improvement Cost: $185,000, Total Project Cost: $2,772,000 ( Estimate for 2000), 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: 16094304576, Location: 4 M N US 14 (Lat: 42.040897, Lng: -87.762981), Route carried "on" structure: State highway 58, Year Built: 1950, Year Reconstructed: 1987, Status: Open, Structure Length: 7.98m (26.18ft), Average Daily Traffic: 30,100 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 50,625 (year 2020), Design Load: HS 20, Features Intersected: I- 94 EDENS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.668, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.78m (28.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $3,708,000, Roadway Improvement Cost: $371,000, Total Project Cost: $5,562,000, 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: 16321101872, Location: EDENS & OLD ORCH (Lat: 42.061478, Lng: -87.754950), Route carried "on" structure: Ramp Interstate 94, Year Built: 1982, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 9,800 (year 2002), Average Future Daily Traffic: 13,160 (year 2021), Design Load: HS 20, Features Intersected: GROUND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 63.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $807,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,211,000, 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: 16321201876, Location: EDENS & OLD ORCH (Lat: 42.063839, Lng: -87.754542), Route carried "on" structure: Ramp Interstate 94, Year Built: 1982, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 10,200 (year 2002), Average Future Daily Traffic: 13,160 (year 2021), Design Load: HS 20, Features Intersected: GROUND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.81m (28.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $1,215,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,823,000, 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: 16970027964, Location: EVANSTON P6 (Lat: 42.033681, Lng: -87.710181), Route carried "on" structure: Other road 1329, Year Built: 1908, Year Reconstructed: 1959, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 13,600 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 15,720 (year 2021), Design Load: HS 20+Mod, Features Intersected: N SHORE CHANNEL, Facility Carried by Structure: MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.974, Lanes on structure: 4, Owner: Local Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,326,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,989,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 16970904453, Location: EVANSTON P6 (Lat: 42.048222, Lng: -87.708678), Route carried "on" structure: Other road 1313, Year Built: 1909, Year Reconstructed: 1929, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 10,100 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 14,640 (year 2021), Design Load: H 15, Features Intersected: N SHORE CHANNEL, Facility Carried by Structure: CHURCH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.622, Lanes on structure: 4, Owner: Local Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $837,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,256,000 ( Estimate for 2000), 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: 16010503805, Location: GOLF RD (Lat: 42.055358, Lng: -87.760342), Route carried "under" structure: Other road 1312, Year Built: 1949, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 29,400 (year 2006), Truck Traffic: 9%, Features Intersected: GOLF RD, Facility Carried by Structure: I- 94 EDENS Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 3.266, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >>
Structure Number: 16064823351, Location: 0.33 M N LINCOLN P13 (Lat: 42.024289, Lng: -87.745833), Route carried "under" structure: US 41, Year Built: 1900, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 18,900 (year 2007), Truck Traffic: 6%, Features Intersected: US 41 (SKOKIE BLVD), Facility Carried by Structure: ABAND N S RR(N)+CT Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 45.615, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 16064923352, Location: 0.32 M N LINCOLN P13 (Lat: 42.024144, Lng: -87.745819), Route carried "under" structure: US 41, Year Built: 1900, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 18,900 (year 2007), Truck Traffic: 6%, Features Intersected: US 41 (SKOKIE BLVD), Facility Carried by Structure: ABAND N S RR(S)+CT Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 45.599, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 16065023353, Location: 0.18 M N LINCOLN P13 (Lat: 42.022433, Lng: -87.746703), Route carried "under" structure: US 41, Year Built: 1934, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 18,900 (year 2007), Truck Traffic: 6%, Features Intersected: US 41 (SKOKIE BLVD), Facility Carried by Structure: C&NW RR (N) Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 4.539, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 16065123354, Location: 0.17 M N LINCOLN P13 (Lat: 42.022186, Lng: -87.746897), Route carried "under" structure: US 41, Year Built: 1934, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 18,900 (year 2007), Truck Traffic: 6%, Features Intersected: US 41 (LINCOLN AVE), Facility Carried by Structure: C&NW RR (M) Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 45.358, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 16065223355, Location: 0.16 M N LINCOLN P13 (Lat: 42.022061, Lng: -87.747000), Route carried "under" structure: US 41, Year Built: 1934, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 18,900 (year 2007), Truck Traffic: 6%, Features Intersected: US 41 (SKOKIE BLVD), Facility Carried by Structure: C&NW RR Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 45.342, Lanes under structure: 4, Material/Design: Concrete, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 16072004361, Location: 2.2 M N US 14 (Lat: 42.018011, Lng: -87.759983), Route carried "under" structure: Interstate 94, Year Built: 1950, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 170,200 (year 2006), Truck Traffic: 6%, Features Intersected: I- 94 EDENS, Facility Carried by Structure: NILES CENTER RD Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 63.121, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 16072504365, Location: 1.7 M S OF DEMPSTER (Lat: 42.024939, Lng: -87.768150), Route carried "under" structure: Interstate 94, Year Built: 1954, Structure Length: 9.80m (32.15ft), Average Daily Traffic: 170,200 (year 2006), Truck Traffic: 6%, Features Intersected: I- 94 EDENS, Facility Carried by Structure: GROSS POINT RD Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 62.059, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: 16075223435, Location: 0.2 M N HOWARD P13 (Lat: 42.022744, Lng: -87.710819), Route carried "under" structure: Other road 378, Year Built: 1900, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 32,600 (year 2006), Truck Traffic: 6%, Features Intersected: MCCORMICK BLVD, Facility Carried by Structure: CNS & CTA RR Minimum Vertical Clearance: 6.98m (22.90ft), Kilometerpoint: 2.027, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 14.9m (48.9ft) Find on map >>
Structure Number: 16082304449, Location: 1.5 M N IL 58 (Lat: 42.062547, Lng: -87.754811), Route carried "under" structure: Interstate 94, Year Built: 1950, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 141,600 (year 2006), Truck Traffic: 7%, Features Intersected: I- 94 EDENS, Facility Carried by Structure: OLD ORCHARD RD Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 57.586, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 16082504452, Location: 0.5 M N IL 58 (Lat: 42.048122, Lng: -87.761939), Route carried "under" structure: Interstate 94, Year Built: 1950, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 159,300 (year 2006), Truck Traffic: 6%, Features Intersected: I- 94 EDENS, Facility Carried by Structure: CHURCH ST Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 5.934, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft) Find on map >>
Structure Number: 16082704455, Location: 3 M N US 14 (Lat: 42.026431, Lng: -87.768561), Route carried "under" structure: Interstate 94, Year Built: 1950, Structure Length: 6.90m (22.64ft), Average Daily Traffic: 170,200 (year 2006), Truck Traffic: 6%, Features Intersected: I- 94 EDENS, Facility Carried by Structure: OAKTON ST Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 61.882, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 16094304576, Location: 4 M N US 14 (Lat: 42.040897, Lng: -87.762981), Route carried "under" structure: Interstate 94, Year Built: 1950, Structure Length: 7.98m (26.18ft), Average Daily Traffic: 162,600 (year 2006), Truck Traffic: 7%, Features Intersected: I- 94 EDENS, Facility Carried by Structure: IL 58 (DEMPSTER S Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 60.144, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Discuss this city on our hugely popular Illinois forum Back to: Skokie, IL, Illinois, All US cities.
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