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

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Structure Number: 16016303847,  Location: 1.1 M S IL 83 (Lat: 41.607136,  Lng: -87.581608),  Route carried "on" structure: Interstate 94,  Year Built: 1947,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 8.24m (27.03ft),  Average Daily Traffic: 101,100 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 157,080 (year 2021),  Design Load: HS 20,  Features Intersected: LITTLE CAL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 116.669,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 31 degrees,  Navigation Control: Yes ( Vertical Clearance: 12.4m (40.7ft), Horizontal Clearance: 76.2m (250.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: October 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: 16038604109,  Location: 0.9 M E IL 1 (Lat: 41.600903,  Lng: -87.618381),  Route carried "on" structure: US 6,  Year Built: 1953,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 23,300 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 35,000 ,  Design Load: HS 20,  Features Intersected: CAL UNION DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 276.684,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1603880411,  Location: 0.7 E COTTAGE GROVE (Lat: 41.600903,  Lng: -87.583533),  Route carried "on" structure: US 6,  Year Built: 1947,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 32,600 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,000 ,  Design Load: H 20,  Features Intersected: I- 94 BISHOP FORD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 279.580,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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

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Structure Number: 16079604403,  Location: 1 M S ILL 83 P24 (Lat: 41.616786,  Lng: -87.617078),  Route carried "on" structure: Other road 2906,  Year Built: 1928,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 12,700 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,470 (year 2020),  Design Load: HS 20,  Features Intersected: LITTLE CAL RIV,  Facility Carried by Structure: IND AVE & STATE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.666,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: Febuary 2003,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 16080004405,  Location: 0.5 M N US 6 (Lat: 41.607575,  Lng: -87.607361),  Route carried "on" structure: Other road 2921,  Year Built: 1927,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.58m (15.03ft),  Average Daily Traffic: 9,100 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,745 (year 2021),  Features Intersected: LITTLE CAL RIVER,  Facility Carried by Structure: CHGO RD-S PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.379,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.1m (46.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.73m (18.80ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $1,161,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,742,000 ( 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: 16080304407,  Location: 0.5 M N US 6 (Lat: 41.608256,  Lng: -87.597664),  Route carried "on" structure: Other road 2923,  Year Built: 1932,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 4,450 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,940 (year 2021),  Features Intersected: LITTLE CAL RIV,  Facility Carried by Structure: COTTAGE GROVE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.2 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Internally Sealed

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Structure Number: 16280334403,  Location: 1 M S OF US 6 (Lat: 41.586875,  Lng: -87.583431),  Route carried "on" structure: Other road 1611,  Year Built: 2004,  Status: Open,  Structure Length: 7.94m (26.05ft),  Average Daily Traffic: 16,100 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,000 ,  Design Load: HS 20,  Features Intersected: I- 94 BISHOP FORD,  Facility Carried by Structure: 170TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.947,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.3m (132.2ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 16309504544,  Location: 0.4 M E I94 P24 (Lat: 41.586550,  Lng: -87.575608),  Route carried "on" structure: Other road 1611,  Year Built: 1935,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 16,100 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,680 (year 2020),  Design Load: HS 20,  Features Intersected: THORN CREEK,  Facility Carried by Structure: 167TH(170TH)ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.623,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  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 desirable 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 48 months,  Inspection Date: December 2005,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 16804527729,  Location: 0.75 M N US 6 P21 (Lat: 41.607431,  Lng: -87.582286),  Route carried "on" structure: City street 2100,  Year Built: 1958,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 209 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,000 ,  Design Load: HS 15,  Features Intersected: LITTLE CAL RIV,  Facility Carried by Structure: WOODLAWN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2005,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 16804620457,  Location: 0.1 MI.N.OF US 6 (Lat: 41.598425,  Lng: -87.617039),  Route carried "on" structure: Other road 2906,  Year Built: 1985,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 17,100 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,000 (year 2020),  Design Load: HS 20,  Features Intersected: CAL.UNION DRAIN DTCH,  Facility Carried by Structure: INDIANA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.243,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Channel: Very good,  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2005,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 16804730731,  Location: 1000' SO OF US-6 (Lat: 41.597717,  Lng: -87.627119),  Route carried "on" structure: Other road 3598,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 3,600 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,160 (year 2021),  Features Intersected: CAL UNION DRAIN DITC,  Facility Carried by Structure: VINCENNES AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.947,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Length of Maximum Span: 6.6m (21.7ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 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: June 2005

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Structure Number: 16038723093,  Location: 1.3 M E ILL 1 P24 (Lat: 41.600847,  Lng: -87.611986),  Route carried "under" structure: US 6,  Year Built: 1941,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 23,300 (year 2007),  Truck Traffic: 8%,  Features Intersected: US 6 (159TH ST),  Facility Carried by Structure: UP (CSXT) SOO RR
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 277.215,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 1603880411,  Location: 0.7 E COTTAGE GROVE (Lat: 41.600903,  Lng: -87.583533),  Route carried "under" structure: Interstate 94,  Year Built: 1947,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 98,900 (year 2006),  Truck Traffic: 17%,  Features Intersected: I- 94 BISHOP FORD,  Facility Carried by Structure: US 6 (159TH ST)
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 117.393,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 16062123323,  Location: 0.04 M S US 6 P24 (Lat: 41.593278,  Lng: -87.617000),  Route carried "under" structure: Other road 2906,  Year Built: 1900,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 16,800 (year 2006),  Truck Traffic: 7%,  Features Intersected: INDIANA AVE,  Facility Carried by Structure: GTW RR
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 7.015,  Lanes under structure: 4,  Material/Design: Concrete,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 16280334403,  Location: 1 M S OF US 6 (Lat: 41.586875,  Lng: -87.583431),  Route carried "under" structure: Interstate 94,  Year Built: 2004,  Structure Length: 7.94m (26.05ft),  Average Daily Traffic: 89,800 (year 2006),  Truck Traffic: 19%,  Features Intersected: I- 94 BISHOP FORD,  Facility Carried by Structure: 170TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.082,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.3m (132.2ft)