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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 13
Total length: 362 meters (1,188ft)
Total costs: $37,042,000
Total average daily traffic: 599,600
Total average daily truck traffic: 53,397
National Bridge Inventory (NBI) Registered Bridges for Franklin Park
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New bridges - Historical Statistics

  • 1930-1939: 2
  • 1940-1949: 0
  • 1950-1959: 5
  • 1960-1969: 0
  • 1970-1979: 1
  • 1980-1989: 0
  • 1990-1999: 3
  • 2000-2009: 1
  • 2010-2012: 1

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: 16106026444,  Location: 0.7 M E US 45 (Lat: 41.922208,  Lng: -87.871133),  Route carried "on" structure: Other road 1381,  Year Built: 1954,  Status: Closed,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 6,200 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,386 (year 2032),  Design Load: H 20,  Features Intersected: SILVER CREEK,  Facility Carried by Structure: FULLERTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.703,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 16.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 11,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $59,000
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Structure Number: 16215138781,  Location: .33 M S OF GRAND AVE (Lat: 41.928089,  Lng: -87.884583),  Route carried "on" structure: US 12,  Year Built: 1977,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 37,300 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 38,419 (year 2032),  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.880,  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: 54.9 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 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: June 10
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Structure Number: 16242218865,  Location: 0.3 M W US 12,20 (Lat: 41.930450,  Lng: -87.889969),  Route carried "on" structure: Other road 1376,  Year Built: 1930,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 28,500 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,355 (year 2032),  Features Intersected: SILVER CREEK,  Facility Carried by Structure: GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.526,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11
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Structure Number: 16260830066,  Location: 2.2 M N IL 64 (Lat: 41.938700,  Lng: -87.904478),  Route carried "on" structure: Other road 2690,  Year Built: 1992,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 9,100 (year 2010),  Truck Traffic: 5%,  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: Good,  Substructure: Good,  Operating Rating: 62.1 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: 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: May 10,  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: 16265134958,  Location: 2.2 M W IL 43 (Lat: 41.937250,  Lng: -87.849975),  Route carried "on" structure: Other road 1374,  Year Built: 2001,  Status: Open,  Structure Length: 6.69m (21.95ft),  Average Daily Traffic: 24,700 (year 2010),  Truck Traffic: 4%,  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: 1.303,  Lanes on structure: 4,  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: 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 36 months,  Inspection Date: September 2009,  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: 16268131295,  Location: 1 M S ILL 19 P9 (Lat: 41.945117,  Lng: -87.885378),  Route carried "on" structure: Interstate 294,  Year Built: 1993,  Status: Open,  Structure Length: 95.74m (314.11ft),  Average Daily Traffic: 75,900 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 78,177 (year 2032),  Design Load: HS 20,  Features Intersected: US-45,RR YDS.& F.AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.843,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 30.4m (99.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 28,  Length of Maximum Span: 67.6m (221.8ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 16978503894,  Location: 1 M S ILL 19 P9 (Lat: 41.944978,  Lng: -87.885372),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 94.88m (311.29ft),  Average Daily Traffic: 75,900 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 78,177 (year 2032),  Features Intersected: US-45,RR YDS.& F.AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.714,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 30,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 94.88m (311.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $24,655,000,  Roadway Improvement Cost: $2,466,000,  Total Project Cost: $36,983,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 16978603895,  Location: 2.5 M SW ILL 19 P9 (Lat: 41.936786,  Lng: -87.914103),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 75,900 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 78,177 (year 2032),  Features Intersected: C&NW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.530,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 66.6 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 16978703896,  Location: 2.5 M SW ILL 19 P9 (Lat: 41.936717,  Lng: -87.914269),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 75,900 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 78,177 (year 2032),  Features Intersected: C&NW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.546,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1608532351,  Location: 1.25 M W I294 P9 (Lat: 41.947719,  Lng: -87.913292),  Route carried "under" structure: Other road 3533,  Year Built: 1936,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 12,600 (year 2010),  Truck Traffic: 12%,  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: 16260830066,  Location: 2.2 M N IL 64 (Lat: 41.938700,  Lng: -87.904478),  Route carried "under" structure: Interstate 294,  Year Built: 1992,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 151,800 (year 2009),  Truck Traffic: 9%,  Features Intersected: I-294 TRI STATE TOLL,  Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 26.693,  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: 16281534683,  Location: 2.0 M S IL 19 (Lat: 41.940517,  Lng: -87.885100),  Route carried "under" structure: Other road 3533,  Year Built: 2010,  Structure Length: 38.11m (125.03ft),  Average Daily Traffic: 12,900 (year 2006),  Truck Traffic: 19%,  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: 16978503894,  Location: 1 M S ILL 19 P9 (Lat: 41.944978,  Lng: -87.885372),  Route carried "under" structure: Other road 3533,  Year Built: 1958,  Structure Length: 94.88m (311.29ft),  Average Daily Traffic: 12,900 (year 2006),  Truck Traffic: 8%,  Features Intersected: US-45,RR YDS.& F.AVE,  Facility Carried by Structure: I-294 NB
Minimum Vertical Clearance: 0.62m (2.03ft),  Kilometerpoint: 2.462,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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