Bridge Statistics for Melrose Park, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 160337,  Location: 0.3 M S US 20 (Lat: 41.895089,  Lng: -87.883608),  Route carried "on" structure: US 12,  Year Built: 1954,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 42.92m (140.81ft),  Average Daily Traffic: 43,000 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 37,389 (year 2032),  Features Intersected: RR - UP PROVISO YD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.516,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 42.92m (140.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $5,745,000,  Roadway Improvement Cost: $575,000,  Total Project Cost: $8,617,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161011,  Location: 0.3 M N IL 64 (Lat: 41.914036,  Lng: -87.864594),  Route carried "on" structure: Other road ,  Year Built: 1965,  Year Reconstructed: 1994,  Status: Temporarily open,  Structure Length: 39.83m (130.68ft),  Average Daily Traffic: 17,900 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,231 (year 2032),  Design Load: HS 20,  Features Intersected: RR - IHB,  Facility Carried by Structure: 25TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.019,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 30.6m (100.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 41.12m (134.91ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $11,254,000,  Roadway Improvement Cost: $1,125,000,  Total Project Cost: $16,881,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161259,  Location: BETWEEN 20TH & 21ST (Lat: 41.907875,  Lng: -87.858650),  Route carried "on" structure: State highway 64,  Year Built: 1927,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 50,800 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 82,800 (year 2035),  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 203.496,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 162818,  Location: 0.6 M S IL 64 (Lat: 41.899764,  Lng: -87.839681),  Route carried "on" structure: Other road ,  Year Built: 2012,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 8,750 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,200 (year 2036),  Features Intersected: SILVER CREEK,  Facility Carried by Structure: 5TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.543,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.0m (39.4ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.0 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 desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 167475,  Location: 0.2M.S.OF IL-64 (Lat: 41.905239,  Lng: -87.844819),  Route carried "on" structure: Other road ,  Year Built: 1955,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 7,500 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,961 (year 2032),  Features Intersected: SILVER CREEK,  Facility Carried by Structure: 9TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 167476,  Location: 100' S IL-64 (Lat: 41.907433,  Lng: -87.854683),  Route carried "on" structure: City street ,  Year Built: 1949,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,133 (year 2032),  Features Intersected: SILVER CREEK,  Facility Carried by Structure: 17TH AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $223,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $335,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 167477,  Location: 100' S IL-64 (Lat: 41.907700,  Lng: -87.857108),  Route carried "on" structure: Other road ,  Year Built: 1949,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 7,050 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,373 (year 2032),  Design Load: HS 20,  Features Intersected: SILVER CREEK,  Facility Carried by Structure: BROADWAY AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Good,  Channel: Good,  Operating Rating: 33.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 20.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $76,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $114,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 167479,  Location: 300 Ft. S. of IL-64 (Lat: 41.906433,  Lng: -87.852272),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,450 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,069 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Silver Creek,  Facility Carried by Structure: MS-1090 (15th Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable 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 48 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 167481,  Location: 0.2 MI W of 25TH AVE (Lat: 41.914986,  Lng: -87.867725),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 3,550 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,621 (year 2038),  Features Intersected: Silver Creek,  Facility Carried by Structure: Armitage Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.6m (8.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Channel: Very good,  Culverts: Poor,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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 24 months,  Inspection Date: September 2020

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Structure Number: 160499,  Location: 0.8 M E US 45 P9,20 (Lat: 41.907678,  Lng: -87.868908),  Route carried "under" structure: State highway 64,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 47,500 (year 2021),  Truck Traffic: 8%,  Features Intersected: ILL 64 (NORTH AVE),  Facility Carried by Structure: IHB RR
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 202.627,  Lanes under structure: 6,  Material/Design: Steel,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 1605,  Location: 1.6 M W IL 43 (Lat: 41.908258,  Lng: -87.837694),  Route carried "under" structure: State highway 64,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 43,900 (year 2021),  Truck Traffic: 4%,  Features Intersected: IL 64 (NORTH AVE),  Facility Carried by Structure: RR - CN WEST BRIDG
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 205.250,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.8m (68.2ft)

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Structure Number: 160595,  Location: 0.75 M E US 45 P20 (Lat: 41.896031,  Lng: -87.870050),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 20,100 (year 2021),  Truck Traffic: 7%,  Features Intersected: US 20 (LAKE ST),  Facility Carried by Structure: IHB RR (WEST)
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 4.393,  Lanes under structure: 4,  Material/Design: Steel,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 160596,  Location: 0.78 M E US 45 P20 (Lat: 41.895850,  Lng: -87.869200),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 20,100 (year 2021),  Truck Traffic: 7%,  Features Intersected: US 20 (LAKE ST),  Facility Carried by Structure: IHB RR (EAST)
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 4.458,  Lanes under structure: 4,  Material/Design: Steel,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 161126,  Location: 1.6 M W IL 43 (Lat: 41.908261,  Lng: -87.837508),  Route carried "under" structure: State highway 64,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 43,900 (year 2021),  Truck Traffic: 4%,  Features Intersected: IL 64 (NORTH AVE),  Facility Carried by Structure: RR - CN EAST BRIDG
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 205.266,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.9m (71.9ft)