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Bridge Statistics for Tinley Park, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Tinley Park, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 15 Total length: 42 meters (138ft) Total average daily traffic: 475,777 Total average daily truck traffic: 59,137 National Bridge Inventory (NBI) Registered Bridges for Tinley Park
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 16032504068, Location: 0.5 M S 183RD ST (Lat: 41.550919, Lng: -87.792381), Route carried "on" structure: State highway 43, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 7.93m (26.02ft), Average Daily Traffic: 27,100 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 22,100 (year 2021), Design Load: HS 20, Features Intersected: I- 80 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.117, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 32.3m (106.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.1 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 16092704558, Location: 2.5 M W I-57 (Lat: 41.551039, Lng: -87.783508), Route carried "on" structure: Other road 2774, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 5,800 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 3,840 (year 2021), Design Load: HS 20+Mod, Features Intersected: I- 80, Facility Carried by Structure: OAK PARK AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.026, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.5m (73.8ft), 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: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 16101901066, Location: 0.2 M S 183RD (Lat: 41.558400, Lng: -87.783769), Route carried "on" structure: Other road 2774, Year Built: 1931, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,800 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 9,000 (year 2021), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: OAK PARK AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.206, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft) Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.9 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Deck Structure Type: Other Find on map >>
Structure Number: 16240227601, Location: 0.1 M N I-80 (Lat: 41.539106, Lng: -87.790483), Route carried "on" structure: State highway 43, Year Built: 1967, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 26,700 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 28,350 (year 2021), Design Load: HS 20, Features Intersected: HICKORY CREEK TRIB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.717, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Other Find on map >>
Structure Number: 1630850453, Location: 0.2 M W OAK PARK P3 (Lat: 41.580547, Lng: -87.786075), Route carried "on" structure: Other road 1612, Year Built: 1900, Year Reconstructed: 1989, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 13,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 16,440 (year 2021), Design Load: HS 20, Features Intersected: MIDLOTHIAN CREEK, Facility Carried by Structure: 171ST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.068, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft) Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2002, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 16324731388, Location: 0.1 MI. N 171ST ST (Lat: 41.581019, Lng: -87.812789), Route carried "on" structure: Other road 2755, Year Built: 1953, Year Reconstructed: 1991, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 19,800 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 18,360 (year 2021), Design Load: HS 20, Features Intersected: MIDLOTHIAN CREEK, Facility Carried by Structure: 80TH AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.958, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m Condition: Channel: Very good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2007, Deck Structure Type: Other Find on map >>
Structure Number: 16326731389, Location: 0.03 MI. W 80TH AV (Lat: 41.580139, Lng: -87.813417), Route carried "on" structure: Other road 1612, Year Reconstructed: 1991, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 24,100 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 13,800 (year 2021), Design Load: HS 20, Features Intersected: MIDLOTHIAN CREEK, Facility Carried by Structure: 171ST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m, Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m Condition: Channel: Very good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2007, Deck Structure Type: Other Find on map >>
Structure Number: 16815027089, Location: 6200W-16900S P3 (Lat: 41.574336, Lng: -87.743108), Route carried "on" structure: City street 1590, Year Built: 1968, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 209 (year 1998), Average Future Daily Traffic: 251 (year 2021), Features Intersected: MIDLOTHIAN CR, Facility Carried by Structure: GAYNELLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft) Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2004, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 16815336329, Location: .5M W OF IL43, Route carried "on" structure: City street 3550, Year Built: 2002, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 1,909 (year 2004), Average Future Daily Traffic: 2,291 (year 2026), Design Load: HS 20, Features Intersected: 76TH AV DITCH, Facility Carried by Structure: 163RD ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2004, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 99025102343, Location: 0.3 M W OF IL 43 (Lat: 41.550817, Lng: -87.800267), Route carried "on" structure: Interstate 80, Year Built: 1967, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 103,200 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 59,233 (year 2021), Design Load: HS 20+Mod, Features Intersected: CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.856, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Other Find on map >>
Structure Number: 99815119495, Location: 76TH & I80 (Lat: 41.550311, Lng: -87.802225), Route carried "on" structure: City street 1032, Year Built: 1939, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 1999), Average Future Daily Traffic: 60 (year 2021), Features Intersected: UNION DITCH, Facility Carried by Structure: 76TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 99815233491, Location: 0.50 MI W 80TH AV (Lat: 41.532861, Lng: -87.819500), Route carried "on" structure: City street 3321, Year Built: 1998, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 1,409 (year 2004), Average Future Daily Traffic: 120 (year 2021), Design Load: HS 20, Features Intersected: UNION DRAINAGE DITCH, Facility Carried by Structure: BROOKSIDE GLEN DRI Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, 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: 18.1m (59.4ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16032504068, Location: 0.5 M S 183RD ST (Lat: 41.550919, Lng: -87.792381), Route carried "under" structure: Interstate 80, Year Built: 1967, Structure Length: 7.93m (26.02ft), Average Daily Traffic: 104,400 (year 2007), Truck Traffic: 15%, Features Intersected: I- 80, Facility Carried by Structure: IL 43 (HARLEM AVE Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 239.677, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft) Find on map >>
Structure Number: 16092704558, Location: 2.5 M W I-57 (Lat: 41.551039, Lng: -87.783508), Route carried "under" structure: Interstate 80, Year Built: 1967, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 104,400 (year 2007), Truck Traffic: 15%, Features Intersected: I- 80, Facility Carried by Structure: OAK PARK AVE Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 240.401, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft) Find on map >>
Structure Number: 16096726362, Location: 3 M S US 6 (Lat: 41.571564, Lng: -87.793103), Route carried "under" structure: State highway 43, Year Built: 1970, Structure Length: 2.91m (9.55ft), Average Daily Traffic: 37,900 (year 2007), Truck Traffic: 6%, Features Intersected: IL 43 (HARLEM AVE), Facility Carried by Structure: RR - METRA Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 7.385, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft) Discuss this city on our hugely popular Illinois forum Back to: Tinley Park, IL, Illinois, All US cities.
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