Bridge Statistics for Palatine, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 16037204097, Location: 1 M S US 12 (Lat: 42.116375, Lng: -88.003675), Route carried "on" structure: State highway 53, Year Built: 1965, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 125,300 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 185,700 (year 2021), Design Load: HS 20, Features Intersected: ANDERSON DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.227, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16037304098, Location: 1.9 S IL 68 (Lat: 42.110158, Lng: -88.003142), Route carried "on" structure: State highway 53, Year Built: 1964, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 67,100 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 92,850 (year 2021), Design Load: HS 20, Features Intersected: PALATINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.535, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16097026403, Location: 1.5 M S US 12 (Lat: 42.110164, Lng: -88.003258), Route carried "on" structure: State highway 53, Year Built: 1964, Status: Open, Structure Length: 6.15m (20.18ft), Average Daily Traffic: 67,100 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 92,850 (year 2021), Design Load: HS 20, Features Intersected: PALATINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.551, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16200804285, Location: 1.1 M S IL 68 (Lat: 42.122089, Lng: -88.033897), Route carried "on" structure: Other road 2592, Year Built: 1900, Year Reconstructed: 1974, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 21,200 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 22,410 (year 2021), Features Intersected: SALT CREEK, Facility Carried by Structure: HICKS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.620, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)

Condition: Channel: Good, Culverts: Good, Operating Rating: 43.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2008

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Structure Number: 16241603373, Location: 0.3 M E QUENTIN RD (Lat: 42.110356, Lng: -88.055414), Route carried "on" structure: Other road 1285, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 11,300 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 15,255 (year 2021), Features Intersected: SALT CREEK, Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.557, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Out-to-Out Width: 26.8m (87.9ft)

Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2009

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Structure Number: 16265330627, Location: 0.01 W WINSTON DR (Lat: 42.110217, Lng: -88.016919), Route carried "on" structure: Other road 305, Year Built: 1959, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 20,400 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 28,485 (year 2021), Features Intersected: SALT CREEK, Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.520, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 40.8m (133.9ft)

Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.4 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2008, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $21,000, Total Project Cost: $318,000

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Structure Number: 16286137119, Location: 3 M W OF IL 53 (Lat: 42.133756, Lng: -88.093428), Route carried "on" structure: State highway 68, Year Built: 2008, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 18,300 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 24,705 (year 2030), Features Intersected: US 14 (NW HWY)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.768, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 33 degrees, Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.2m (89.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16322310093, Location: 1.8 MI.S DUNDEE RD. (Lat: 42.110378, Lng: -88.062919), Route carried "on" structure: Other road 1285, Year Built: 1985, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 11,300 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 15,255 (year 2021), Design Load: HS 20, Features Intersected: BR OF SALT CR, Facility Carried by Structure: QUENTIN RDPALATNE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.946, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2007, Deck Structure Type: Other

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Structure Number: 16771727737, Location: 0.18 M E HICKS RDP18 (Lat: 42.123056, Lng: -88.030528), Route carried "on" structure: City street 1200, Year Built: 1968, Year Reconstructed: 2005, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 509 (year 1998), Average Future Daily Traffic: 611 (year 2020), Features Intersected: E BR SALT CR, Facility Carried by Structure: WILLOW WOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 33.3 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: 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: July 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16771827738, Location: 0.2 M S PALTN RD P18 (Lat: 42.107692, Lng: -88.012433), Route carried "on" structure: City street 4070, Year Built: 1968, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 209 (year 1998), Average Future Daily Traffic: 251 (year 2020), Features Intersected: SALT CR E BR, Facility Carried by Structure: KENILWORTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Good, Operating Rating: 33.3 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: 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: July 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 16772035849, Location: .68M W OF HICKS RD, Route carried "on" structure: City street 4160, Year Built: 2001, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 309 (year 1998), Average Future Daily Traffic: 371 (year 2020), Design Load: HS 20, Features Intersected: W BR SALT CREEK, Facility Carried by Structure: HELEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), 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: Very good, Superstructure: Very good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16037204097, Location: 1 M S US 12 (Lat: 42.116375, Lng: -88.003675), Route carried "under" structure: City street 3240, Year Built: 1965, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 509 (year 1998), Features Intersected: ANDERSON DR, Facility Carried by Structure: IL 53
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1.657, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 16037404099, Location: 1 M S PALATINE RD (Lat: 42.100372, Lng: -88.019403), Route carried "under" structure: US 14, Year Built: 1964, Structure Length: 15.71m (51.54ft), Average Daily Traffic: 20,900 (year 2009), Truck Traffic: 5%, Features Intersected: US 14 NW HWY & UP RR, Facility Carried by Structure: IL 53 NB
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 75.172, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 16111926426, Location: 2.5 M S US 12 (Lat: 42.100447, Lng: -88.019567), Route carried "under" structure: US 14, Year Built: 1964, Structure Length: 15.71m (51.54ft), Average Daily Traffic: 20,900 (year 2009), Truck Traffic: 5%, Features Intersected: US 14 NW HWY & UP RR, Facility Carried by Structure: IL 53 SB
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 75.156, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 16286137119, Location: 3 M W OF IL 53 (Lat: 42.133756, Lng: -88.093428), Route carried "under" structure: US 14, Year Built: 2008, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 26,300 (year 2009), Truck Traffic: 5%, Features Intersected: US 14 (NW HWY), Facility Carried by Structure: IL 68 (DUNDEE RD)
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 6.716, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete, Length of Maximum Span: 27.2m (89.2ft)