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


  • National Bridge Inventory (NBI) Statistics
  • 16Number of bridges
  • 307m1,007ftTotal length
  • 851,600Total average daily traffic
  • 87,701Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Franklin Park
  • No street view available for this location

New bridges - Historical Statistics

  • 11930-1939
  • 61950-1959
  • 21970-1979
  • 31990-1999
  • 12000-2009
  • 32010-2015

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 162151,  Location: .33 M S OF GRAND AVE (Lat: 41.928097,  Lng: -87.884583),  Route carried "on" structure: Other road 12,  Year Built: 1977,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 40,100 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 38,419 (year 2032),  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.895,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 56.4m (185.0ft),  Skew: 27 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.1m (36.4ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.8 metric tons,  Inventory Rating: 33.0 metric tons,  Structural Evaluation: 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 14
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Structure Number: 162414,  Location: 1 M W US 45 (Lat: 41.950000,  Lng: -87.900000),  Route carried "on" structure: Other road 19,  Year Built: 1970,  Status: Open,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 35,800 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,153 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BENSENVILLE DR DTCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.556,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 45.0 metric tons,  Inventory Rating: 27.9 metric tons,  Structural Evaluation: 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: September 14
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Structure Number: 162608,  Location: 2.2 M N IL 64 (Lat: 41.938700,  Lng: -87.904481),  Route carried "on" structure: Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 9,800 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,373 (year 2032),  Design Load: HS 20,  Features Intersected: I-294 TRI STATE TOLL,  Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.2 metric tons,  Inventory Rating: 37.9 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 162651,  Location: 2.2 M W IL 43 (Lat: 41.937253,  Lng: -87.849972),  Route carried "on" structure: Other road ,  Year Built: 2001,  Status: Open,  Structure Length: 6.69m (21.95ft),  Average Daily Traffic: 28,400 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,441 (year 2032),  Features Intersected: DES PLAINES RIVER,  Facility Carried by Structure: BELMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.304,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.0m (72.2ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 0.0m,  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 89.1 metric tons,  Inventory Rating: 54.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  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 48 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 162746,  Location: 1.7 MI N. OF US 20 (Lat: 41.932244,  Lng: -87.919061),  Route carried "on" structure: Other road 294,  Year Built: 1959,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 171,400 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 156,354 (year 2032),  Design Load: HS 20,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.211,  Lanes on structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 46.3m (151.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 162815,  Location: 2.0 M S IL 19 (Lat: 41.943439,  Lng: -87.885250),  Route carried "on" structure: Other road 12,  Year Built: 2010,  Status: Open,  Structure Length: 38.11m (125.03ft),  Average Daily Traffic: 43,000 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 39,243 (year 2032),  Design Load: HS 20,  Features Intersected: RR - METRA, CP, RDS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.173,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 41.4m (135.8ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.1 metric tons,  Inventory Rating: 39.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 162856,  Location: 0.7 M E OF US 45 (Lat: 41.922211,  Lng: -87.871128),  Route carried "on" structure: Other road ,  Year Built: 2012,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 5,700 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,386 (year 2032),  Features Intersected: SILVER CREEK,  Facility Carried by Structure: FULLERTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.704,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 66.7 metric tons,  Inventory Rating: 40.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 14,  Deck Structure Type: Other
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Structure Number: 169788,  Location: 2.6 M SW ILL 19 P9 (Lat: 41.931383,  Lng: -87.919342),  Route carried "on" structure: Other road 294,  Year Built: 1958,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 85,700 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 78,177 (year 2032),  Features Intersected: GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.324,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.9 metric tons,  Inventory Rating: 44.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 169789,  Location: 2.6 M SW ILL 19 P9 (Lat: 41.931281,  Lng: -87.919369),  Route carried "on" structure: Other road 294,  Year Built: 1958,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 85,700 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 78,177 (year 2032),  Features Intersected: GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.340,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 77.8 metric tons,  Inventory Rating: 46.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 160853,  Location: 1.25 M W I294 P9 (Lat: 41.947719,  Lng: -87.913283),  Route carried "under" structure: Other road ,  Year Built: 1936,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 13,100 (year 2014),  Truck Traffic: 23%,  Features Intersected: FRANKLIN AVE,  Facility Carried by Structure: C&NW RR
Minimum Vertical Clearance: 0.61m (2.00ft),  Kilometerpoint: 0.483,  Lanes under structure: 2,  Material/Design: Steel,  Length of Maximum Span: 7.6m (24.9ft)

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Structure Number: 162608,  Location: 2.2 M N IL 64 (Lat: 41.938700,  Lng: -87.904481),  Route carried "under" structure: Other road 294,  Year Built: 1992,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 171,400 (year 2013),  Truck Traffic: 10%,  Features Intersected: I-294 TRI STATE TOLL,  Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 26.698,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 162681,  Location: 1 M S ILL 19 P9 (Lat: 41.940000,  Lng: -87.880000),  Route carried "under" structure: Other road 12,  Year Built: 1993,  Structure Length: 95.74m (314.11ft),  Average Daily Traffic: 46,400 (year 2013),  Truck Traffic: 11%,  Features Intersected: US-45,RR YDS.& F.AVE,  Facility Carried by Structure: I-294 SB
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 81.012,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.6m (221.8ft)

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Structure Number: 162815,  Location: 2.0 M S IL 19 (Lat: 41.940000,  Lng: -87.880000),  Route carried "under" structure: Other road ,  Year Built: 2010,  Structure Length: 38.11m (125.03ft),  Average Daily Traffic: 11,300 (year 2014),  Truck Traffic: 15%,  Features Intersected: RR - METRA, CP, RDS,  Facility Carried by Structure: US 12,45 MANNHEIM
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 3.154,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.4m (135.8ft)

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Structure Number: 169785,  Location: 1 M S ILL 19 P9 (Lat: 41.944981,  Lng: -87.885369),  Route carried "under" structure: Other road 12,  Year Built: 1958,  Structure Length: 94.88m (311.29ft),  Average Daily Traffic: 43,000 (year 2013),  Truck Traffic: 14%,  Features Intersected: US-45,RR YDS.& F.AVE,  Facility Carried by Structure: I-294 NB
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 81.028,  Lanes on structure: 6,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 169788,  Location: 2.6 M SW ILL 19 P9 (Lat: 41.931281,  Lng: -87.919369),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 30,400 (year 2014),  Truck Traffic: 6%,  Features Intersected: GRAND AVE,  Facility Carried by Structure: I-294 NB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.048,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 169789,  Location: 2.6 M SW ILL 19 P9 (Lat: 41.931317,  Lng: -87.919928),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 30,400 (year 2014),  Truck Traffic: 6%,  Features Intersected: GRAND AVE,  Facility Carried by Structure: I-294 SB
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.032,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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