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

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Structure Number: 160919,  Location: 0.5 M E IL 1 (Lat: 41.520703,  Lng: -87.625531),  Route carried "on" structure: Other road ,  Year Built: 1958,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 16,600 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,922 (year 2032),  Design Load: H 20,  Features Intersected: THORN CREEK,  Facility Carried by Structure: JOE ORR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.104,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 14.6m (47.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: May 2020,  Bridge Improvement Cost: $339,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $509,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1623,  Location: 1.0 M E OF WESTERN (Lat: 41.491522,  Lng: -87.654550),  Route carried "on" structure: Other road ,  Year Built: 1928,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 5,850 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,652 (year 2032),  Features Intersected: THORN CREEK,  Facility Carried by Structure: 26TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.658,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.7m (5.6ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 162305,  Location: .03 M N IL 1 CUTOFF (Lat: 41.515647,  Lng: -87.642808),  Route carried "on" structure: Other road ,  Year Built: 2020,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 5,450 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,460 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: THORN CREEK TRIB,  Facility Carried by Structure: CHICAGO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.274,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 55.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable 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: April 2021

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Structure Number: 162503,  Location: 2 M W IL 394 (Lat: 41.506219,  Lng: -87.613297),  Route carried "on" structure: US 30,  Year Built: 1982,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 17,100 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,480 (year 2032),  Design Load: HS 20,  Features Intersected: THIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.645,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162537,  Location: 0.2 M W OF IL 1 (Lat: 41.506075,  Lng: -87.644544),  Route carried "on" structure: US 30,  Year Built: 1986,  Status: Open,  Structure Length: 1.96m (6.43ft),  Average Daily Traffic: 22,300 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,617 (year 2032),  Design Load: HS 20,  Features Intersected: THORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 235.006,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162545,  Location: 0.6 M N OF US 30 (Lat: 41.513961,  Lng: -87.635592),  Route carried "on" structure: Other road ,  Year Built: 1986,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 7,050 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,330 (year 2032),  Features Intersected: THORN CREEK,  Facility Carried by Structure: HALSTED ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.2m (92.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to 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 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162546,  Location: 0.5 M N OF US 30 (Lat: 41.509044,  Lng: -87.641433),  Route carried "on" structure: State highway 1,  Year Built: 1987,  Status: Open,  Structure Length: 2.54m (8.33ft),  Average Daily Traffic: 9,250 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,866 (year 2032),  Design Load: HS 20,  Features Intersected: THORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 497.354,  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: Good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 54.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 48 months,  Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 163224,  Location: 0.7M.S.OF US-30 (Lat: 41.495856,  Lng: -87.616194),  Route carried "on" structure: Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 4,600 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 5,459 (year 2032),  Design Load: HS 20,  Features Intersected: THIRD CREEK,  Facility Carried by Structure: STATE ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.375,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.4m (14.4ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 1664,  Location: 0.5 M E ASHLND P2 (Lat: 41.504289,  Lng: -87.640619),  Route carried "on" structure: City street ,  Year Built: 1926,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,050 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 318 (year 2032),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 166755,  Location: 0.5 M E ASHLAND AVE (Lat: 41.502444,  Lng: -87.641792),  Route carried "on" structure: City street ,  Year Built: 1926,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 875 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,906 (year 2032),  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: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  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: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 160278,  Location: 2.8 M W ILL 394 P2 (Lat: 41.506106,  Lng: -87.633597),  Route carried "under" structure: US 30,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 17,500 (year 2021),  Truck Traffic: 7%,  Features Intersected: US 30 (LINCOLN HWY),  Facility Carried by Structure: UP (CSXT) SOO RR
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 235.939,  Lanes under structure: 4,  Material/Design: Concrete,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 16092,  Location: 2.2 M W ILL 394 P2 (Lat: 41.520711,  Lng: -87.623981),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 16,600 (year 2021),  Truck Traffic: 9%,  Features Intersected: JOE ORR RD,  Facility Carried by Structure: UP (CSXT) SOO RR
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 4.232,  Lanes under structure: 2,  Material/Design: Steel,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 162306,  Location: 0.01M N of 195th (Lat: 41.535425,  Lng: -87.635906),  Route carried "under" structure: State highway 1,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2021),  Truck Traffic: 7%,  Features Intersected: IL 1 HALSTED ST,  Facility Carried by Structure: PEDESTRIAN OVERPAS
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 500.524,  Lanes under structure: 4,  Material/Design: Steel,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 166756,  Location: .5M W.OFHALSTED ST. (Lat: 41.506028,  Lng: -87.651489),  Route carried "under" structure: US 30,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 22,300 (year 2021),  Truck Traffic: 6%,  Features Intersected: LINCOLN HWY/US 30,  Facility Carried by Structure: PEDESTRIAN OVRPASS
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 234.443,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)