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

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Structure Number: 4900501124,  Location: GURNEE (Lat: 42.345306,  Lng: -87.890611),  Route carried "on" structure: State highway 120,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 19,000 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 28,485 (year 2021),  Design Load: HS 20,  Features Intersected: US 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.982,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 31 degrees,  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-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 4900871129,  Location: 0.25 N OF IL 120 (Lat: 42.352372,  Lng: -87.893381),  Route carried "on" structure: State highway 43,  Year Built: 1957,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 11,750 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,293 (year 2021),  Design Load: HS 20,  Features Intersected: US 41 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.653,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 8.93m (29.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $1,229,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $1,844,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 49009726231,  Location: 0.1 M E OF US 41 (Lat: 42.359633,  Lng: -87.891803),  Route carried "on" structure: Other road 1223,  Year Built: 1961,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 27,900 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,435 (year 2021),  Design Load: HS 20,  Features Intersected: RR - UP,  Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.166,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.22m (20.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $2,102,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $3,153,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49011115713,  Location: 1.4 M E OF I-94 (Lat: 42.347547,  Lng: -87.894808),  Route carried "on" structure: State highway 43,  Year Built: 1973,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 27,500 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 36,585 (year 2021),  Design Load: HS 20,  Features Intersected: IL 120
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.170,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 52.7m (172.9ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.5 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: Meets minimum limits,  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: Bituminous,  Membrane: Built-up

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Structure Number: 49012927577,  Location: 0.75 M W OF US 41 (Lat: 42.347042,  Lng: -87.905731),  Route carried "on" structure: Ramp Other road 346R,  Year Built: 1977,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 5,009 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,762 (year 2021),  Features Intersected: RR - CP,  Facility Carried by Structure: GREENLEAF TO IL120
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 49013027578,  Location: 0.75 M W OF US 41 (Lat: 42.346439,  Lng: -87.906342),  Route carried "on" structure: Ramp Other road 346Q,  Year Built: 1977,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 4,500 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,762 (year 2021),  Features Intersected: RR - CP,  Facility Carried by Structure: IL 120 EB TO GRNLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 49001611202,  Location: 1 M S OF IL 132 (Lat: 42.359267,  Lng: -87.894672),  Route carried "under" structure: US 41,  Year Built: 1961,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 54,900 (year 2007),  Truck Traffic: 13%,  Features Intersected: US 41,  Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 85.711,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 4900501124,  Location: GURNEE (Lat: 42.345306,  Lng: -87.890611),  Route carried "under" structure: US 41,  Year Built: 1959,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 38,000 (year 2007),  Truck Traffic: 14%,  Features Intersected: US 41,  Facility Carried by Structure: IL 120
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 84.376,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 49005111241,  Location: GURNEE (Lat: 42.348161,  Lng: -87.888967),  Route carried "under" structure: Other road 346,  Year Built: 1959,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 550 (year 2007),  Truck Traffic: 18%,  Features Intersected: RR - UP & OLD SKOKIE,  Facility Carried by Structure: IL 120
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 1.384,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 4900871129,  Location: 0.25 N OF IL 120 (Lat: 42.352372,  Lng: -87.893381),  Route carried "under" structure: US 41,  Year Built: 1957,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 27,450 (year 2007),  Truck Traffic: 13%,  Features Intersected: US 41 SB,  Facility Carried by Structure: IL 43 NB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 85.164,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)