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

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Structure Number: 60004614276,  Location: AT PONTOON BEACH (Lat: 38.757269,  Lng: -90.066914),  Route carried "on" structure: Interstate 270,  Year Built: 1961,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.84m (22.44ft),  Average Daily Traffic: 26,400 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 28,210 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: ILL 111
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.252,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.9m (68.6ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.8 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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: 60004714277,  Location: AT PONTOON BEACH (Lat: 38.757411,  Lng: -90.066869),  Route carried "on" structure: Interstate 270,  Year Built: 1961,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.84m (22.44ft),  Average Daily Traffic: 26,400 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 37,700 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: ILL 111
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.268,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.8 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.80m (22.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $840,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $924,000,  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: 60006022239,  Location: 1.0MI WEST IL 157 (Lat: 38.756447,  Lng: -90.037892),  Route carried "on" structure: Interstate 270,  Year Built: 1964,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 10 (year 2006),  Average Future Daily Traffic: 50 (year 2026),  Design Load: HS 15,  Features Intersected: COUNTY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.3 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60012414354,  Location: .25 M N ILL 162 (Lat: 38.723956,  Lng: -90.070742),  Route carried "on" structure: State highway 111,  Year Built: 1940,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 12,600 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,100 (year 2027),  Design Load: HS 20,  Features Intersected: N&W, CN&W RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.092,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 60012514356,  Location: 2 M N JCT 40 & 111 (Lat: 38.674233,  Lng: -90.078581),  Route carried "on" structure: State highway 111,  Year Built: 1941,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 11.23m (36.84ft),  Average Daily Traffic: 4,850 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,000 (year 2027),  Design Load: HS 20,  Features Intersected: HORSE SHOE LAKE CHAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.139,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Underwater Inspection Date: October 2006,  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: 60012714358,  Location: 1 M N JCT 40 & 111 (Lat: 38.665450,  Lng: -90.090608),  Route carried "on" structure: State highway 111,  Year Built: 1961,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 2,425 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,000 (year 2027),  Design Load: HS 20,  Features Intersected: CAHOKIA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.707,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 60017114489,  Location: .4 M W JCT 157 - 270 (Lat: 38.756656,  Lng: -90.021311),  Route carried "on" structure: City street 900,  Year Built: 1963,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 175 (year 2006),  Average Future Daily Traffic: 120 (year 2022),  Design Load: HS 15,  Features Intersected: FAI 270,  Facility Carried by Structure: SAND ROAD/ CITY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 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,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 60022420308,  Location: 1.8MI W ILL 157 (Lat: 38.757025,  Lng: -90.042956),  Route carried "on" structure: Ramp Interstate 255,  Year Built: 1987,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 6,509 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,300 (year 2027),  Design Load: HS 20,  Features Intersected: FAI 270
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.802,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 6002333105,  Location: .20 MI N OF FAI 270 (Lat: 38.759642,  Lng: -90.042456),  Route carried "on" structure: Interstate 255,  Year Built: 1994,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 1,409 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: FAI 255 RAMP 6.02,  Facility Carried by Structure: FAP 310CD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.1m (95.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  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: 60024331052,  Location: 1.9 M W OF IL 157 (Lat: 38.757047,  Lng: -90.043806),  Route carried "on" structure: Interstate 255,  Year Built: 1994,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 5,509 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,600 (year 2026),  Features Intersected: OVER 270,  Facility Carried by Structure: FAP 310 COLLECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.1m (108.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  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: November 2006,  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: 60024433488,  Location: .5MI N JCT 70 (Lat: 38.665822,  Lng: -90.090044),  Route carried "on" structure: State highway 111,  Year Built: 2002,  Status: Open,  Structure Length: 11.26m (36.94ft),  Average Daily Traffic: 2,425 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,000 (year 2027),  Design Load: HS 20,  Features Intersected: CAHOKIA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.771,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: April 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: 60024531053,  Location: 2 M WEST OF IL 157 (Lat: 38.762403,  Lng: -90.043611),  Route carried "on" structure: Other road 9079,  Year Built: 1994,  Status: Open,  Structure Length: 14.59m (47.87ft),  Average Daily Traffic: 2,300 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,700 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OVER FAP 310,  Facility Carried by Structure: CHAIN OF ROCKS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.425,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than 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: November 2006,  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: 60032130791,  Location: .5 MI W OF FAI 255 (Lat: 38.693583,  Lng: -90.039628),  Route carried "on" structure: Other road 9111,  Year Built: 1995,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 10,000 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,100 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CAHOKIA CREEK,  Facility Carried by Structure: HORSESHOE LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.278,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: August 2006,  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: 60200914355,  Location: .75 S ILL 162 (Lat: 38.710342,  Lng: -90.068614),  Route carried "on" structure: State highway 111,  Year Built: 1940,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 9,100 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,400 (year 2027),  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.580,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: April 2007

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Structure Number: 60204835873,  Location: .28MI W OF IL 111 (Lat: 38.708306,  Lng: -90.071106),  Route carried "on" structure: Other road 9111,  Year Built: 2003,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 9,900 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,500 (year 2021),  Design Load: HS 20,  Features Intersected: EQUILIZER/HORSESHOE,  Facility Carried by Structure: CH 35 HORSESHOE LK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 24 months,  Inspection Date: August 2006

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Structure Number: 60000614232,  Location: N OF FAIRMONT CITY (Lat: 38.662831,  Lng: -90.092861),  Route carried "under" structure: State highway 111,  Year Built: 1961,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 2,425 (year 2007),  Truck Traffic: 7%,  Features Intersected: ILL 111,  Facility Carried by Structure: FAI 70 EB
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 7.369,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 60000714233,  Location: N OF FAIRMONT CITY (Lat: 38.662994,  Lng: -90.092803),  Route carried "under" structure: State highway 111,  Year Built: 1961,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 2,425 (year 2007),  Truck Traffic: 7%,  Features Intersected: ILL 111,  Facility Carried by Structure: FAI 70 WB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 7.385,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 60004614276,  Location: AT PONTOON BEACH (Lat: 38.757269,  Lng: -90.066914),  Route carried "under" structure: State highway 111,  Year Built: 1961,  Structure Length: 6.84m (22.44ft),  Average Daily Traffic: 13,800 (year 2007),  Truck Traffic: 6%,  Features Intersected: ILL 111,  Facility Carried by Structure: FAI 270 EB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 18.874,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.9m (68.6ft)

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Structure Number: 60004714277,  Location: AT PONTOON BEACH (Lat: 38.757411,  Lng: -90.066869),  Route carried "under" structure: State highway 111,  Year Built: 1961,  Structure Length: 6.84m (22.44ft),  Average Daily Traffic: 13,800 (year 2007),  Truck Traffic: 6%,  Features Intersected: ILL 111,  Facility Carried by Structure: FAI 270 WB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 18.906,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 60022020295,  Location: 2 MI W ILL 157 (Lat: 38.732781,  Lng: -90.038575),  Route carried "under" structure: State highway 162,  Year Built: 1987,  Structure Length: 10.90m (35.76ft),  Average Daily Traffic: 6,800 (year 2007),  Truck Traffic: 3%,  Features Intersected: ILL 162,  Facility Carried by Structure: FAI 255 SB
Minimum Vertical Clearance: 8.92m (29.27ft),  Kilometerpoint: 8.254,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 6002212031,  Location: 2 MI W ILL 157 (Lat: 38.732869,  Lng: -90.038247),  Route carried "under" structure: State highway 162,  Year Built: 1987,  Structure Length: 10.88m (35.70ft),  Average Daily Traffic: 6,800 (year 2007),  Truck Traffic: 3%,  Features Intersected: ILL 162,  Facility Carried by Structure: FAI 255 NB
Minimum Vertical Clearance: 9.04m (29.66ft),  Kilometerpoint: 8.286,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 60022220305,  Location: 1.9MI W ILL 157 (Lat: 38.757039,  Lng: -90.043539),  Route carried "under" structure: Interstate 270,  Year Built: 1987,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 51,100 (year 2007),  Truck Traffic: 19%,  Features Intersected: FAI 270,  Facility Carried by Structure: FAI 255 SB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 11.295,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 60022220305,  Location: 1.9MI W ILL 157 (Lat: 38.757039,  Lng: -90.043539),  Route carried "under" structure: Ramp Interstate 270,  Year Built: 1987,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 6,509 (year 2005),  Truck Traffic: 19%,  Features Intersected: FAI 270,  Facility Carried by Structure: FAI 255 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 60022220305,  Location: 1.9MI W ILL 157 (Lat: 38.757039,  Lng: -90.043539),  Route carried "under" structure: Interstate 270,  Year Built: 1987,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 1,409 (year 2005),  Truck Traffic: 19%,  Features Intersected: FAI 270,  Facility Carried by Structure: FAI 255 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 60022220305,  Location: 1.9MI W ILL 157 (Lat: 38.757039,  Lng: -90.043539),  Route carried "under" structure: Ramp Interstate 270,  Year Built: 1987,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 4,109 (year 2005),  Truck Traffic: 19%,  Features Intersected: FAI 270,  Facility Carried by Structure: FAI 255 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 60022420308,  Location: 1.8MI W ILL 157 (Lat: 38.757025,  Lng: -90.042956),  Route carried "under" structure: Interstate 270,  Year Built: 1987,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 51,100 (year 2007),  Truck Traffic: 19%,  Features Intersected: FAI 270,  Facility Carried by Structure: FAI 255/RAMP 602
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 11.343,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 60022420308,  Location: 1.8MI W ILL 157 (Lat: 38.757025,  Lng: -90.042956),  Route carried "under" structure: Interstate 270,  Year Built: 1987,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 1,409 (year 2005),  Truck Traffic: 19%,  Features Intersected: FAI 270,  Facility Carried by Structure: FAI 255/RAMP 602
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 1.561,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 60023131048,  Location: .20 MI N OF FAI 270 (Lat: 38.759458,  Lng: -90.042106),  Route carried "under" structure: Ramp Interstate 255,  Year Built: 1994,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 6,509 (year 2005),  Truck Traffic: 4%,  Features Intersected: FAI 255 RAMP6.02,  Facility Carried by Structure: FAP 310 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.301,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.1m (95.5ft)

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Structure Number: 60023231049,  Location: .20 MI N OF FAI 270 (Lat: 38.759519,  Lng: -90.042219),  Route carried "under" structure: Ramp Interstate 255,  Year Built: 1994,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 6,509 (year 2005),  Truck Traffic: 4%,  Features Intersected: FAI 255 RAMP 6.02,  Facility Carried by Structure: FAP 310SB
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 2.317,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.1m (95.5ft)

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Structure Number: 6002333105,  Location: .20 MI N OF FAI 270 (Lat: 38.759642,  Lng: -90.042456),  Route carried "under" structure: Ramp Interstate 255,  Year Built: 1994,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 6,509 (year 2005),  Truck Traffic: 4%,  Features Intersected: FAI 255 RAMP 6.02,  Facility Carried by Structure: FAP 310CD
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 2.349,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.1m (95.5ft)

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Structure Number: 60024231051,  Location: 1.9 MI W OF IL 157 (Lat: 38.757033,  Lng: -90.043347),  Route carried "under" structure: Interstate 270,  Year Built: 1994,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 51,100 (year 2007),  Truck Traffic: 19%,  Features Intersected: OVER FAI 270,  Facility Carried by Structure: FAI 255 NORTHBOUND
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 11.311,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.1m (108.6ft)

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Structure Number: 60024231051,  Location: 1.9 MI W OF IL 157 (Lat: 38.757033,  Lng: -90.043347),  Route carried "under" structure: Ramp Interstate 270,  Year Built: 1994,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 6,509 (year 2005),  Truck Traffic: 19%,  Features Intersected: OVER FAI 270,  Facility Carried by Structure: FAI 255 NORTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.1m (108.6ft)

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Structure Number: 60024231051,  Location: 1.9 MI W OF IL 157 (Lat: 38.757033,  Lng: -90.043347),  Route carried "under" structure: Interstate 270,  Year Built: 1994,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 1,409 (year 2005),  Truck Traffic: 19%,  Features Intersected: OVER FAI 270,  Facility Carried by Structure: FAI 255 NORTHBOUND
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 1.303,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.1m (108.6ft)

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Structure Number: 60024231051,  Location: 1.9 MI W OF IL 157 (Lat: 38.757033,  Lng: -90.043347),  Route carried "under" structure: Ramp Interstate 270,  Year Built: 1994,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 4,109 (year 2005),  Truck Traffic: 19%,  Features Intersected: OVER FAI 270,  Facility Carried by Structure: FAI 255 NORTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.1m (108.6ft)

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Structure Number: 60024331052,  Location: 1.9 M W OF IL 157 (Lat: 38.757047,  Lng: -90.043806),  Route carried "under" structure: Interstate 270,  Year Built: 1994,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 52,800 (year 2007),  Truck Traffic: 20%,  Features Intersected: OVER 270,  Facility Carried by Structure: FAP 310 COLLECTOR
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 11.263,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.1m (108.6ft)

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Structure Number: 60024331052,  Location: 1.9 M W OF IL 157 (Lat: 38.757047,  Lng: -90.043806),  Route carried "under" structure: Ramp Interstate 270,  Year Built: 1994,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 6,509 (year 2005),  Truck Traffic: 20%,  Features Intersected: OVER 270,  Facility Carried by Structure: FAP 310 COLLECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.1m (108.6ft)

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Structure Number: 60024331052,  Location: 1.9 M W OF IL 157 (Lat: 38.757047,  Lng: -90.043806),  Route carried "under" structure: Interstate 270,  Year Built: 1994,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 7,909 (year 2005),  Truck Traffic: 20%,  Features Intersected: OVER 270,  Facility Carried by Structure: FAP 310 COLLECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.271,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.1m (108.6ft)

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Structure Number: 60024331052,  Location: 1.9 M W OF IL 157 (Lat: 38.757047,  Lng: -90.043806),  Route carried "under" structure: Ramp Interstate 270,  Year Built: 1994,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 4,109 (year 2005),  Truck Traffic: 20%,  Features Intersected: OVER 270,  Facility Carried by Structure: FAP 310 COLLECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.1m (108.6ft)

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Structure Number: 60024531053,  Location: 2 M WEST OF IL 157 (Lat: 38.762403,  Lng: -90.043611),  Route carried "under" structure: Interstate 255,  Year Built: 1994,  Structure Length: 14.59m (47.87ft),  Average Daily Traffic: 1,409 (year 2005),  Truck Traffic: 2%,  Features Intersected: OVER FAP 310,  Facility Carried by Structure: CHAIN OF ROCKS
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 45.1m (148.0ft)