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

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Structure Number: 82008717959,  Location: 0.1 M E ILL 163 (Lat: 38.560019,  Lng: -90.101622),  Route carried "on" structure: State highway 13,  Year Built: 1929,  Year Reconstructed: 1973,  Status: Closed,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 7,300 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,585 (year 2021),  Design Load: HS 20,  Features Intersected: CANAL NO 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Critical,  Superstructure: Critical,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.53m (24.70ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $1,223,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $1,345,000 ( Estimate for 2004),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 82012818039,  Location: .24MI W ELM ST (Lat: 38.595186,  Lng: -90.088642),  Route carried "on" structure: City street 1192,  Year Built: 1954,  Status: Closed,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 9 (year 2004),  Average Future Daily Traffic: 15 (year 2027),  Design Load: HS 20,  Features Intersected: HARDING DITCH,  Facility Carried by Structure: OLD LAKE DR/MSS 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 55.8 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82021212882,  Location: SE OF JCT ILL 13&157 (Lat: 38.561750,  Lng: -90.103639),  Route carried "on" structure: State highway 13,  Year Built: 1973,  Status: Closed,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 7,300 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,000 (year 2027),  Design Load: HS 20,  Features Intersected: HARDING DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Critical,  Superstructure: Critical,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $566,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $595,000 ( Estimate for 2003),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 8202261751,  Location: 0.4 MI NO DORIS AVE. (Lat: 38.565661,  Lng: -90.130161),  Route carried "on" structure: Interstate 255,  Year Built: 1979,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 47,700 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 65,600 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: MOUSETTE LN-FAU 9200
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.150,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 35.9m (117.8ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.1 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: 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: January 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: 82023207736,  Location: S EDGE FHSP (Lat: 38.587936,  Lng: -90.098375),  Route carried "on" structure: Other road 9232,  Year Built: 1981,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 150 (year 2003),  Truck Traffic: 13%,  Average Future Daily Traffic: 175 (year 2025),  Design Load: HS 20,  Features Intersected: FAI 255,  Facility Carried by Structure: POCKET RD/ FAU 923
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.687,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 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: 82025729079,  Location: .11 MI W IL 157 (Lat: 38.580092,  Lng: -90.078219),  Route carried "on" structure: Other road 9185,  Year Built: 1978,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 4,850 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,900 (year 2027),  Design Load: HS 20,  Features Intersected: CANAL #1 LEVEE DIST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.388,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.6 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable 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,  Membrane: Built-up

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Structure Number: 82650007622,  Location: CENTREVILLE (Lat: 38.606631,  Lng: -90.111261),  Route carried "on" structure: Other road 9185,  Year Built: 1976,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 5,000 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,900 (year 2021),  Design Load: HS 20,  Features Intersected: A&S RR AND 43RD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.995,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: Better than present minimum 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: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 82004017908,  Location: 1.8 M E JCT ILL 163 (Lat: 38.567519,  Lng: -90.091389),  Route carried "under" structure: State highway 157,  Year Built: 1940,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 9,000 (year 2007),  Truck Traffic: 4%,  Features Intersected: ILL 157,  Facility Carried by Structure: ILL 15
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 10.877,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 8202261751,  Location: 0.4 MI NO DORIS AVE. (Lat: 38.565661,  Lng: -90.130161),  Route carried "under" structure: Other road 9200,  Year Built: 1979,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 3,950 (year 2003),  Truck Traffic: 2%,  Features Intersected: MOUSETTE LN-FAU 9200,  Facility Carried by Structure: FAI 255
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 2.574,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 82022715338,  Location: 1.25M SW ILL15&I255 (Lat: 38.570828,  Lng: -90.123239),  Route carried "under" structure: Other road 9202,  Year Built: 1984,  Structure Length: 37.46m (122.90ft),  Average Daily Traffic: 2,250 (year 2003),  Truck Traffic: 3%,  Features Intersected: ICG RR& CHURCH RD,  Facility Carried by Structure: FAI 255
Minimum Vertical Clearance: 8.86m (29.07ft),  Kilometerpoint: 0.029,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 82023207736,  Location: S EDGE FHSP (Lat: 38.587936,  Lng: -90.098375),  Route carried "under" structure: Interstate 255,  Year Built: 1981,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 48,700 (year 2007),  Truck Traffic: 16%,  Features Intersected: FAI 255,  Facility Carried by Structure: POCKET RD/ FAU 923
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 21.915,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 82650007622,  Location: CENTREVILLE (Lat: 38.606631,  Lng: -90.111261),  Route carried "under" structure: Other road 9232,  Year Built: 1976,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 3,250 (year 2003),  Truck Traffic: 2%,  Features Intersected: A&S RR AND 43RD ST,  Facility Carried by Structure: LAKE DR FAU 9185
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)