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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 17
Total length: 240 meters (787ft)
Total costs: $434,000
Total average daily traffic: 205,658
Total average daily truck traffic: 26,179
National Bridge Inventory (NBI) Registered Bridges for Metropolis

New bridges - Historical Statistics

  • 1900-1909: 1
  • 1910-1919: 0
  • 1920-1929: 0
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 1
  • 1970-1979: 11
  • 1980-1989: 1
  • 1990-1999: 3

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 64002907439,  Location: 3.5 MI E METROPOLIS (Lat: 37.161439,  Lng: -88.682458),  Route carried "on" structure: US 45,  Year Built: 1970,  Status: Open,  Structure Length: 8.09m (26.54ft),  Average Daily Traffic: 12,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,675 (year 2022),  Design Load: HS 20,  Features Intersected: INTERSTATE 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.817,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 30 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: 29.0m (95.1ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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: September 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6400300744,  Location: 1 MI S OF US 45 (Lat: 37.146908,  Lng: -88.682844),  Route carried "on" structure: Interstate 24,  Year Built: 1970,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 14,700 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 18,850 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: FUTURE PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.335,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 64003107442,  Location: 1 MI S OF US 45 (Lat: 37.146783,  Lng: -88.682858),  Route carried "on" structure: Interstate 24,  Year Built: 1970,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 14,700 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 18,850 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: FUTURE PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.351,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 64003207443,  Location: 1.3 MI S OF US 45 (Lat: 37.144122,  Lng: -88.683381),  Route carried "on" structure: Interstate 24,  Year Built: 1970,  Status: Open,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 14,700 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 18,850 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: ABANDON RR BED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.689,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 64003307454,  Location: 1.3 MI S OF US 45 (Lat: 37.143997,  Lng: -88.683411),  Route carried "on" structure: Interstate 24,  Year Built: 1970,  Status: Open,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 14,700 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 17,100 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: ABANDON RR BED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.705,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 64003407463,  Location: 1.4 MI S OF US 45 (Lat: 37.143019,  Lng: -88.683714),  Route carried "on" structure: Interstate 24,  Year Built: 1970,  Status: Open,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 29,400 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 39,900 (year 2022),  Design Load: HS 20,  Features Intersected: OR 4 FT MASSAC ST PK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.834,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 27.9m (91.5ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.0 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.17m (10.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2009,  Bridge Improvement Cost: $202,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $242,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 64003522625,  Location: 1.5 MI S US 45 (Lat: 37.140183,  Lng: -88.684675),  Route carried "on" structure: Interstate 24,  Year Built: 1973,  Status: Open,  Structure Length: 171.72m (563.39ft),  Average Daily Traffic: 29,400 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 39,900 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: OHIO RIVER
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 62.188,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 22.8m (74.8ft), Horizontal Clearance: 182.8m (599.7ft)),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 19,  Length of Maximum Span: 222.5m (730.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 48.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2009,  Critical Feature Inspection Date: March 2009,  Underwater Inspection Date: March 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 64003625128,  Location: 1.5 MI W I-24 (Lat: 37.156781,  Lng: -88.708414),  Route carried "on" structure: US 45,  Year Built: 1978,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 7,800 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,320 (year 2022),  Design Load: HS 20,  Features Intersected: MASSAC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.327,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.1m (95.5ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.0 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: Better than 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 48 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 64004332996,  Location: 1.5 MI W I-24 (Lat: 37.156889,  Lng: -88.708281),  Route carried "on" structure: US 45,  Year Built: 1999,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 7,800 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,000 (year 2021),  Design Load: HS 20,  Features Intersected: MASSAC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.311,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.1m (95.5ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 67.5 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: 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: March 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: 64200332997,  Location: 0.8 MI W I-24 (Lat: 37.161764,  Lng: -88.696908),  Route carried "on" structure: US 45,  Year Built: 1999,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 15,600 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,000 (year 2021),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.072,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 76.5 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: 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: January 10
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Structure Number: 64305014725,  Location: 0.5 MI NE METROPOLIS (Lat: 37.164806,  Lng: -88.720150),  Route carried "on" structure: City street 7235,  Year Built: 1977,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 2,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,050 (year 2024),  Design Load: HS 20,  Features Intersected: MUD CK,  Facility Carried by Structure: CH 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 64308110604,  Location: 1.2 MI N METROPOLIS (Lat: 37.174497,  Lng: -88.720283),  Route carried "on" structure: City street 7235,  Year Built: 1982,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 1,600 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,275 (year 2024),  Design Load: HS 20,  Features Intersected: WEAVER CREEK,  Facility Carried by Structure: OLDMARIONRD-CS 723
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 64600132357,  Location: N METROPOLIS ST (Lat: 37.164200,  Lng: -88.724708),  Route carried "on" structure: Other road 9772,  Year Built: 1996,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 1,400 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,450 (year 2024),  Design Load: HS 25,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2009
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Structure Number: 64990015124,  Location: FORT MASSAC ST PK (Lat: 37.145297,  Lng: -88.700297),  Route carried "on" structure: Other road 4,  Year Built: 1900,  Year Reconstructed: 1960,  Status: Posted for load,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 29 (year 2000),  Average Future Daily Traffic: 59 (year 2020),  Features Intersected: MASSAC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 20.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.5 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: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 5.06m (16.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2009,  Bridge Improvement Cost: $128,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $192,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 64002907439,  Location: 3.5 MI E METROPOLIS (Lat: 37.161439,  Lng: -88.682458),  Route carried "under" structure: Interstate 24,  Year Built: 1970,  Structure Length: 8.09m (26.54ft),  Average Daily Traffic: 29,400 (year 2009),  Truck Traffic: 16%,  Features Intersected: INTERSTATE 24,  Facility Carried by Structure: US 45-FAP 889
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 5.979,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 64003407463,  Location: 1.4 MI S OF US 45 (Lat: 37.143019,  Lng: -88.683714),  Route carried "under" structure: Other road 4,  Year Built: 1970,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 29 (year 2000),  Features Intersected: OR 4 FT MASSAC ST PK
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 2.253,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 64990324593,  Location: METROPOLIS (Lat: 37.160175,  Lng: -88.736433),  Route carried "under" structure: US 45,  Year Built: 1962,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 9,900 (year 2009),  Truck Traffic: 5%,  Features Intersected: US 45,  Facility Carried by Structure: I.C.G.R.R.
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 1.601,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 27.1m (88.9ft)

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