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

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Structure Number: 16091904522,  Location: 0.5 M E IL 1 (Lat: 41.520700,  Lng: -87.625697),  Route carried "on" structure: Other road 1631,  Year Built: 1958,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 20,000 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,195 (year 2021),  Design Load: H 20,  Features Intersected: THORN CREEK,  Facility Carried by Structure: JOE ORR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.039,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $339,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $509,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 16250313672,  Location: 2 M W IL 394 (Lat: 41.506217,  Lng: -87.613303),  Route carried "on" structure: US 30,  Year Built: 1982,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 16,900 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 25,245 (year 2021),  Design Load: HS 20,  Features Intersected: THIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.376,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 64.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 16253717869,  Location: 0.2 M W OF IL 1 (Lat: 41.506072,  Lng: -87.644517),  Route carried "on" structure: US 30,  Year Built: 1986,  Status: Open,  Structure Length: 1.96m (6.43ft),  Average Daily Traffic: 24,900 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,885 (year 2021),  Design Load: HS 20,  Features Intersected: THORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 234.737,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 16254517871,  Location: 0.6 M N OF US 30 (Lat: 41.513525,  Lng: -87.635586),  Route carried "on" structure: Other road 2886,  Year Built: 1986,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 10,100 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,811 (year 2021),  Features Intersected: THORN CREEK,  Facility Carried by Structure: IL 1 (HALSTED ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 36 months,  Inspection Date: October 2005,  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: 16254620694,  Location: 0.5 M N OF US 30 (Lat: 41.509297,  Lng: -87.641492),  Route carried "on" structure: State highway 1,  Year Built: 1987,  Status: Open,  Structure Length: 2.54m (8.33ft),  Average Daily Traffic: 21,600 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,020 (year 2021),  Design Load: HS 20,  Features Intersected: THORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 496.956,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 36 months,  Inspection Date: June 2005,  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: 16308704532,  Location: 0.1 M S MAIN P2 (Lat: 41.542122,  Lng: -87.611539),  Route carried "on" structure: Other road 2916,  Year Built: 1953,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 2,750 (year 2006),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,400 (year 2021),  Design Load: HS 20,  Features Intersected: DEER CREEK,  Facility Carried by Structure: STATE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $181,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $272,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 16322401084,  Location: 0.7M.S.OF US-30 (Lat: 41.494731,  Lng: -87.616203),  Route carried "on" structure: Other road 2916,  Year Built: 1987,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 7,000 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 11,610 (year 2021),  Design Load: HS 20,  Features Intersected: THIRD CREEK,  Facility Carried by Structure: STATE ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.487,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Channel: Satisfactory,  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: Better than 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: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16640027703,  Location: 0.5 M E ASHLND P2 (Lat: 41.502311,  Lng: -87.647022),  Route carried "on" structure: City street 4330,  Year Built: 1926,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 309 (year 1998),  Average Future Daily Traffic: 371 (year 2020),  Features Intersected: THORN CREEK,  Facility Carried by Structure: 15TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 33.3 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,  Deck Geometry: Equal 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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16675527704,  Location: 0.5 M E ASHLAND AVE (Lat: 41.501356,  Lng: -87.647764),  Route carried "on" structure: City street 4370,  Year Built: 1926,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 8,009 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,609 (year 2020),  Design Load: HS 20,  Features Intersected: THORN CREEK,  Facility Carried by Structure: 16TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.301,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 16027822999,  Location: 2.8 M W ILL 394 P2 (Lat: 41.506161,  Lng: -87.633644),  Route carried "under" structure: US 30,  Year Built: 1900,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 17,400 (year 2007),  Truck Traffic: 9%,  Features Intersected: US 30 (LINCOLN HWY),  Facility Carried by Structure: UP (CSXT) SOO RR
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 23.567,  Lanes under structure: 4,  Material/Design: Concrete,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 16092023568,  Location: 2.2 M W ILL 394 P2 (Lat: 41.520719,  Lng: -87.623022),  Route carried "under" structure: Other road 1631,  Year Built: 1958,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 10,000 (year 2006),  Truck Traffic: 9%,  Features Intersected: JOE ORR RD,  Facility Carried by Structure: UP (CSXT) SOO RR
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 4.264,  Lanes under structure: 2,  Material/Design: Steel,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 16675617872,  Location: .5M W.OFHALSTED ST. (Lat: 41.506028,  Lng: -87.651344),  Route carried "under" structure: US 30,  Year Built: 1986,  Structure Length: 2.85m (9.35ft),  Average Daily Traffic: 24,900 (year 2007),  Truck Traffic: 8%,  Features Intersected: LINCOLN HWY/US 30,  Facility Carried by Structure: PEDESTRIAN OVRPASS
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 234.174,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)