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Bridge Statistics for Northbrook, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Northbrook, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 27 Total length: 131 meters (430ft) Total costs: $1,023,000 Total average daily traffic: 730,618 Total average daily truck traffic: 55,257 National Bridge Inventory (NBI) Registered Bridges for Northbrook
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 16052804202, Location: 0.5 M W ILL 43 (Lat: 42.138250, Lng: -87.835414), Route carried "on" structure: State highway 68, Year Built: 1957, Year Reconstructed: 1970, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 31,700 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 41,850 (year 2021), Design Load: HS 20, Features Intersected: W F N BR CHICAGO RIV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.281, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), 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: 21.8m (71.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 16053404207, Location: 1.3 M W IL 43 (Lat: 42.105486, Lng: -87.810608), Route carried "on" structure: Other road 305, Year Built: 1941, Year Reconstructed: 1969, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 35,400 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 50,220 (year 2020), Features Intersected: W F N BR CHICAGO RIV, Facility Carried by Structure: WILLOW RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.560, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 23.6m (77.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 41.4 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 16081104432, Location: 1.2 M N IL 68 (Lat: 42.152397, Lng: -87.798511), Route carried "on" structure: Other road 379, Year Built: 1950, Year Reconstructed: 1982, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 31,300 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 32,890 (year 2021), Design Load: HS 20, Features Intersected: US 41 EDENS, Facility Carried by Structure: LAKE COOK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.952, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), 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: 22.6m (74.1ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.4 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum 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: 16081204434, Location: 0.3 M SW ILL 43 P14 (Lat: 42.129764, Lng: -87.825506), Route carried "on" structure: Other road 2760, Year Built: 1923, Year Reconstructed: 1979, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 7,100 (year 2006), Truck Traffic: 23%, Average Future Daily Traffic: 25,617 (year 2030), Design Load: HS 20, Features Intersected: W F N BR CHICAGO RIV, Facility Carried by Structure: SHERMER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.850, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 4.9m (16.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16081304435, Location: 0.8 M E IL 43 (Lat: 42.138047, Lng: -87.808578), Route carried "on" structure: State highway 68, Year Built: 1959, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 30,300 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 14,520 (year 2021), Features Intersected: MID FK CK OF CHI RIV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.453, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $3,000, Total Project Cost: $35,000, Deck Structure Type: Other Find on map >>
Structure Number: 16081404436, Location: 0.1 M SW IL 68 (Lat: 42.137589, Lng: -87.807583), Route carried "on" structure: Other road 2760, Year Built: 1959, Year Reconstructed: 2003, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 14,200 (year 2006), Truck Traffic: 23%, Average Future Daily Traffic: 14,520 (year 2021), Design Load: HS 20, Features Intersected: M F N BR CHICAGO RIV, Facility Carried by Structure: SHERMER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $269,000, Roadway Improvement Cost: $27,000, Total Project Cost: $404,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 16093904572, Location: 1.2 M N IL 58 (Lat: 42.137914, Lng: -87.788122), Route carried "on" structure: Other road 1273, Year Built: 1949, Year Reconstructed: 1987, Status: Open, Structure Length: 8.67m (28.44ft), Average Daily Traffic: 12,900 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 9,450 (year 2021), Design Load: HS 20, Features Intersected: I- 94, US41 EDENS, Facility Carried by Structure: IL 68 (DUNDEE RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 24.4m (80.1ft) 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16094004573, Location: 0.2 M E I94 (Lat: 42.137881, Lng: -87.784419), Route carried "on" structure: Other road 1273, Year Built: 1935, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 12,900 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 14,000 (year 2030), Design Load: HS 20, Features Intersected: SKOKIE RIV, Facility Carried by Structure: DUNDEE RD ILL 68 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2008, Underwater Inspection Date: January 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: 16302404348, Location: 0.5 M W ILL 43 P14 (Lat: 42.127306, Lng: -87.823831), Route carried "on" structure: Other road 1275, Year Built: 1926, Year Reconstructed: 2000, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,750 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 2,280 (year 2021), Design Load: H 20, Features Intersected: N BR CHICAGO RIVER, Facility Carried by Structure: WALTERS AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2004, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $16,000, Total Project Cost: $239,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1630320436, Location: 1.15 M N WILLOW P14 (Lat: 42.121267, Lng: -87.790000), Route carried "on" structure: Other road 2777, Year Built: 1949, Year Reconstructed: 1974, Status: Posted for load, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 6,900 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 4,140 (year 2021), Design Load: H 20, Features Intersected: N BR CHICAGO RIVER, Facility Carried by Structure: SUNSET RIDGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.496, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), 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: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 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 minimum criteria, 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: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 16326431697, Location: 0.4M N. VOLTZ RD (Lat: 42.129597, Lng: -87.804628), Route carried "on" structure: County highway 74A, Year Built: 1994, Status: Open, Structure Length: 5.66m (18.57ft), Average Daily Traffic: 400 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 1,140 (year 2021), Design Load: HS 20, Features Intersected: C.&N.W. RR, Facility Carried by Structure: GRANT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 24.5m (80.4ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.1 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 16326532647, Location: 0.2 M E IL-43 (Lat: 42.123619, Lng: -87.809900), Route carried "on" structure: Other road 1278, Year Built: 1998, Status: Open, Structure Length: 4.65m (15.26ft), Average Daily Traffic: 2,150 (year 2002), Average Future Daily Traffic: 2,040 (year 2021), Design Load: HS 20, Features Intersected: C&NW RR, Facility Carried by Structure: VOLTZ RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 44.1 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 desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2004, 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: 16826125997, Location: CHERRY & CHI RV P14 (Lat: 42.118083, Lng: -87.821019), Route carried "on" structure: City street 3050, Year Built: 1958, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 509 (year 1998), Average Future Daily Traffic: 611 (year 2021), Design Load: H 20, Features Intersected: N BR CHICAGO RIV, Facility Carried by Structure: CHERRY LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.317, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 16826225996, Location: MEADOW & CHI RV P14 (Lat: 42.115322, Lng: -87.817356), Route carried "on" structure: City street 1079, Year Built: 1958, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 209 (year 1998), Average Future Daily Traffic: 251 (year 2021), Design Load: H 20, Features Intersected: N BR CHICAGO RIV, Facility Carried by Structure: MEADOW RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2008, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $23,000, Total Project Cost: $345,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 16973503795, Location: 0.8 M E ILL 43 P14 (Lat: 42.145431, Lng: -87.814161), Route carried "on" structure: Interstate 94, Year Built: 1958, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 25,300 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 27,000 , Features Intersected: N BR CHICAGO RIV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.098, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16973603796, Location: 0.8 M E ILL 43 P14 (Lat: 42.145453, Lng: -87.813967), Route carried "on" structure: Interstate 94, Year Built: 1958, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 25,300 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 27,000 , Features Intersected: N BR CHICAGO RIV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.114, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16973703797, Location: 0.3 M W US 41 P14 (Lat: 42.145603, Lng: -87.800097), Route carried "on" structure: Interstate 94, Year Built: 1958, Status: Open, Structure Length: 13.35m (43.80ft), Average Daily Traffic: 25,300 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 27,000 , Features Intersected: C&NW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.256, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16973803798, Location: 0.3 M W US 41 P14 (Lat: 42.145597, Lng: -87.799900), Route carried "on" structure: Interstate 94, Year Built: 1958, Status: Open, Structure Length: 13.35m (43.80ft), Average Daily Traffic: 25,300 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 27,000 , Features Intersected: C&NW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.272, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16973903799, Location: 0.2 M W US 41 P14 (Lat: 42.145486, Lng: -87.796497), Route carried "on" structure: Interstate 94, Year Built: 1958, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 25,300 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 27,860 (year 2021), Features Intersected: SKOKIE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.562, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 169740038, Location: 0.2 M W US 41 P14 (Lat: 42.145139, Lng: -87.796283), Route carried "on" structure: Interstate 94, Year Built: 1958, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 25,300 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 27,860 (year 2021), Features Intersected: SKOKIE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.578, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16974103801, Location: I94 AT US 41 P14 (Lat: 42.147697, Lng: -87.795503), Route carried "on" structure: Interstate 94, Year Built: 1958, Year Reconstructed: 1983, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 25,300 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 27,860 (year 2021), Features Intersected: US 41 (EDEN XWAY) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.739, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Other Find on map >>
Structure Number: 16081104432, Location: 1.2 M N IL 68 (Lat: 42.152397, Lng: -87.798511), Route carried "under" structure: US 41, Year Built: 1950, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 83,300 (year 2007), Truck Traffic: 6%, Features Intersected: US 41 EDENS, Facility Carried by Structure: LAKE COOK RD Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 6.074, Lanes on structure: 6, 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: 16093904572, Location: 1.2 M N IL 58 (Lat: 42.137914, Lng: -87.788122), Route carried "under" structure: Interstate 94, Year Built: 1949, Structure Length: 8.67m (28.44ft), Average Daily Traffic: 135,600 (year 2006), Truck Traffic: 8%, Features Intersected: I- 94, US41 EDENS, Facility Carried by Structure: IL 68 (DUNDEE RD) Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 4.864, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 16305923488, Location: 0.5 M W ILL 43 P14 (Lat: 42.116414, Lng: -87.816731), Route carried "under" structure: Other road 1281, Year Built: 1900, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 46,500 (year 2006), Features Intersected: TECHNY RD, Facility Carried by Structure: C&NW RR Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 5.036, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 12.5m (41.0ft) Find on map >>
Structure Number: 16973903799, Location: 0.2 M W US 41 P14 (Lat: 42.145486, Lng: -87.796497), Route carried "under" structure: Other road 2771, Year Built: 1958, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 8,550 (year 2006), Truck Traffic: 3%, Features Intersected: SKOKIE RD, Facility Carried by Structure: I-94 WB Minimum Vertical Clearance: 6.58m (21.59ft), Kilometerpoint: 0.885, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 169740038, Location: 0.2 M W US 41 P14 (Lat: 42.145139, Lng: -87.796283), Route carried "under" structure: Other road 2771, Year Built: 1958, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 8,550 (year 2006), Truck Traffic: 3%, Features Intersected: SKOKIE RD, Facility Carried by Structure: I-94 EB Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.933, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft) Find on map >>
Structure Number: 16974103801, Location: I94 AT US 41 P14 (Lat: 42.147697, Lng: -87.795503), Route carried "under" structure: US 41, Year Built: 1958, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 83,300 (year 2007), Truck Traffic: 6%, Features Intersected: US 41 (EDEN XWAY), Facility Carried by Structure: I-94 NB SPUR RMP Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 60.096, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft) Discuss this city on our hugely popular Illinois forum Back to: Northbrook, IL, Illinois, All US cities.
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