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

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Structure Number: 99006821754,  Location: 4.7 M E OF IL 53 (Lat: 41.520083,  Lng: -87.991969),  Route carried "on" structure: Interstate 80,  Year Built: 1964,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 18.80m (61.68ft),  Average Daily Traffic: 40,600 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 34,580 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: US 30 & IAIS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 221.591,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 27.8m (91.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: March 2007,  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: 99006921755,  Location: 4.7 M E OF IL 53 (Lat: 41.520128,  Lng: -87.992228),  Route carried "on" structure: Interstate 80,  Year Built: 1964,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 19.19m (62.96ft),  Average Daily Traffic: 40,600 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 34,580 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: US 30 & IAIS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 221.608,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 27.8m (91.2ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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: March 2007,  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: 99019621876,  Location: NORTH OF US 30 (Lat: 41.514861,  Lng: -87.966289),  Route carried "on" structure: Other road 369,  Year Built: 1932,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 12,600 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,000 ,  Features Intersected: HICKORY CREEK,  Facility Carried by Structure: N. CEDAR RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.944,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 4.21m (13.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2005,  Bridge Improvement Cost: $515,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $773,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 99020521966,  Location: 0.5 M N OF US 30 (Lat: 41.531117,  Lng: -87.985411),  Route carried "on" structure: Other road 306,  Year Built: 1965,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 1,900 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,600 (year 2021),  Design Load: HS 15,  Features Intersected: I- 80,  Facility Carried by Structure: FRANCIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.1m (95.5ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 9.57m (31.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $201,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $241,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 99670100905,  Location: .4M N OF LARAWAY RD (Lat: 41.488494,  Lng: -87.984200),  Route carried "on" structure: Other road 376,  Year Built: 1977,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,009 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,000 ,  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: NELSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.331,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Out-to-Out Width: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007

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Structure Number: 99670200867,  Location: 0.2M S OF LARAWAY RD (Lat: 41.479167,  Lng: -87.992778),  Route carried "on" structure: City street 2035,  Year Built: 1977,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 1,150 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,000 ,  Features Intersected: JACKSON CR,  Facility Carried by Structure: JACKSON BRANCH DRI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Very good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2007

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Structure Number: 99006821754,  Location: 4.7 M E OF IL 53 (Lat: 41.520083,  Lng: -87.991969),  Route carried "under" structure: US 30,  Year Built: 1964,  Structure Length: 18.80m (61.68ft),  Average Daily Traffic: 19,700 (year 2007),  Truck Traffic: 8%,  Features Intersected: US 30 & IAIS RR,  Facility Carried by Structure: I- 80 WB
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 205.341,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.8m (91.2ft)

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Structure Number: 99006921755,  Location: 4.7 M E OF IL 53 (Lat: 41.520128,  Lng: -87.992228),  Route carried "under" structure: US 30,  Year Built: 1964,  Structure Length: 19.19m (62.96ft),  Average Daily Traffic: 19,700 (year 2007),  Truck Traffic: 8%,  Features Intersected: US 30 & IAIS RR,  Facility Carried by Structure: I- 80 EB
Minimum Vertical Clearance: 7.14m (23.43ft),  Kilometerpoint: 205.324,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.8m (91.2ft)

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Structure Number: 99020321962,  Location: 4.0 M E OF US 52 (Lat: 41.513803,  Lng: -88.004703),  Route carried "under" structure: Interstate 80,  Year Built: 1965,  Structure Length: 6.60m (21.65ft),  Average Daily Traffic: 81,200 (year 2007),  Truck Traffic: 21%,  Features Intersected: I- 80,  Facility Carried by Structure: GOUGER RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 220.272,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 99023526229,  Location: SOUTH OF US 30 (Lat: 41.516528,  Lng: -87.995142),  Route carried "under" structure: Interstate 80,  Year Built: 1965,  Structure Length: 5.23m (17.16ft),  Average Daily Traffic: 81,200 (year 2007),  Truck Traffic: 21%,  Features Intersected: I- 80,  Facility Carried by Structure: ABANDONED NYC RR
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 221.141,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 99462531568,  Location: 0.27 M E CEDAR RD (Lat: 41.512253,  Lng: -87.960350),  Route carried "under" structure: US 30,  Year Built: 1997,  Structure Length: 3.80m (12.47ft),  Average Daily Traffic: 9,900 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-30,  Facility Carried by Structure: N&W RR
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 208.156,  Lanes under structure: 2,  Material/Design: Steel continuous,  Length of Maximum Span: 36.2m (118.8ft)