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

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Structure Number: 99009921784,  Location: W OF IL 59 (Lat: 41.608436,  Lng: -88.209506),  Route carried "on" structure: State highway 126,  Year Built: 1925,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 23,300 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,325 (year 2021),  Design Load: HS 20,  Features Intersected: DU PAGE RIVER,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.030,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 36 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,538,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $2,307,000 ( Estimate for 2000),  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: 99027525801,  Location: 6.9 M S OF US 34 (Lat: 41.630183,  Lng: -88.222197),  Route carried "on" structure: US 30,  Year Built: 1990,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 15,700 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 14,445 (year 2021),  Design Load: HS 20,  Features Intersected: W NORMAN DRAIN.DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 178.905,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 36 months,  Inspection Date: November 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: 99033834713,  Location: 0.3 M N IL 126 (Lat: 41.616678,  Lng: -88.202508),  Route carried "on" structure: US 30,  Year Built: 2002,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 17,050 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 27,810 (year 2021),  Design Load: HS 20,  Features Intersected: DU PAGE RIVER,  Facility Carried by Structure: IL 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 182.010,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 79.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 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: 99311321985,  Location: 0.2 MI W N'VILLE RD (Lat: 41.651975,  Lng: -88.180447),  Route carried "on" structure: County highway 29,  Year Built: 1974,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 5,000 (year 2004),  Average Future Daily Traffic: 2,280 (year 2021),  Design Load: HS 20,  Features Intersected: DUPAGE RIV,  Facility Carried by Structure: 127TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.549,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 99336434258,  Location: 0.1 M W IL 59 (Lat: 41.622842,  Lng: -88.204789),  Route carried "on" structure: US 30,  Year Built: 2006,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 4,300 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,160 (year 2029),  Design Load: HS 20,  Features Intersected: WEST NORMAN DRAIN,  Facility Carried by Structure: 143RD ST(GIN MILL)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.222,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007

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Structure Number: 99462232337,  Location: 0.5 M N OF IL 126 (Lat: 41.617675,  Lng: -88.202558),  Route carried "on" structure: US 30,  Year Built: 2002,  Status: Open,  Structure Length: 3.33m (10.93ft),  Average Daily Traffic: 17,050 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 30,000 (year 2030),  Features Intersected: DU PAGE RVR OVERFLW,  Facility Carried by Structure: IL 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.914,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.0m (101.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 99463834738,  Location: 0.06 M S 143RD ST. (Lat: 41.621986,  Lng: -88.202689),  Route carried "on" structure: US 30,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 34,100 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,600 (year 2022),  Features Intersected: NORMAN DRAIN,  Facility Carried by Structure: IL 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.495,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.1m (26.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 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

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Structure Number: 9960033941,  Location: 0.3 MI W IL59 (Lat: 41.672219,  Lng: -88.209981),  Route carried "on" structure: City street 45,  Year Built: 2004,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 509 (year 2007),  Average Future Daily Traffic: 611 (year 2028),  Features Intersected: WOLF CREEK,  Facility Carried by Structure: HERITAGE MEADOW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 99685535652,  Location: .25M W OF I55 (Lat: 41.608964,  Lng: -88.168933),  Route carried "on" structure: Other road 3769,  Year Built: 2002,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 8,200 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,000 (year 2020),  Design Load: HS 20,  Features Intersected: LILY CACHE CREEK,  Facility Carried by Structure: LOCKPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.800,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: 99685633649,  Location: 1.3M E IL59 OFF 127T,  Route carried "on" structure: City street 32,  Year Built: 2003,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,009 (year 2005),  Average Future Daily Traffic: 1,211 (year 2028),  Features Intersected: RETENTION POND,  Facility Carried by Structure: STELLAR LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 8.5m (27.9ft)

Condition: Channel: Fair,  Culverts: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 99685833652,  Location: 2.1M W OF IL59,  Route carried "on" structure: City street 41,  Year Built: 2002,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 509 (year 2005),  Average Future Daily Traffic: 611 (year 2028),  Features Intersected: WEST NORMAN DRAIN,  Facility Carried by Structure: PASTORAL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Fair,  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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 99686133655,  Location: 2.0M W OF IL59,  Route carried "on" structure: City street 52,  Year Built: 1998,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 509 (year 2005),  Average Future Daily Traffic: 611 (year 2028),  Features Intersected: WEST NORMAN DRAIN,  Facility Carried by Structure: BLAKEY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Fair,  Culverts: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 99686233656,  Location: .52M SO OF 135TH (Lat: 41.629397,  Lng: -88.212453),  Route carried "on" structure: Other road 3789,  Year Built: 1997,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 5,000 (year 2004),  Average Future Daily Traffic: 6,000 (year 2028),  Design Load: HS 20,  Features Intersected: WEST NORMAN DRAIN,  Facility Carried by Structure: VAN DYKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 99686333657,  Location: 1.75M E OF IL59 (Lat: 41.637822,  Lng: -88.169308),  Route carried "on" structure: Other road 282,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,300 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,455 (year 2028),  Features Intersected: LILY CACHE CR,  Facility Carried by Structure: 135TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.498,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft)

Condition: Channel: Fair,  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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 99686533659,  Location: IL126 2M NE OF IL59,  Route carried "on" structure: City street 53,  Year Built: 2000,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 509 (year 2005),  Average Future Daily Traffic: 611 (year 2028),  Features Intersected: RETENTION POND,  Facility Carried by Structure: HUNT CLUB LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Channel: Fair,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 99034332341,  Location: 0.2 M N OF IL 126 (Lat: 41.615850,  Lng: -88.202478),  Route carried "under" structure: US 30,  Year Built: 2002,  Structure Length: 3.83m (12.57ft),  Average Daily Traffic: 17,050 (year 2007),  Truck Traffic: 12%,  Features Intersected: IL 59,  Facility Carried by Structure: RR - EJ&E
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 182.091,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 34.8m (114.2ft)