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

Find on map >>

Structure Number: 82012218031,  Location: 300 FT. S. BUNKUM RD (Lat: 38.619658,  Lng: -90.039667),  Route carried "on" structure: County highway 157B,  Year Built: 1965,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 175 (year 2003),  Truck Traffic: 9%,  Average Future Daily Traffic: 300 (year 2024),  Features Intersected: CREEK,  Facility Carried by Structure: SBI 157
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  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: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 82012318032,  Location: IN CASEYVILLE (Lat: 38.638672,  Lng: -90.023192),  Route carried "on" structure: State highway 157,  Year Built: 1929,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 10,000 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,700 (year 2027),  Features Intersected: LITTLE CANTEEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.981,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 82017023371,  Location: 1.05 MI E OF ILL 111 (Lat: 38.618767,  Lng: -90.072261),  Route carried "on" structure: Interstate 64,  Year Built: 1968,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 33,209 (year 2005),  Truck Traffic: 13%,  Average Future Daily Traffic: 52,700 (year 2026),  Features Intersected: HARDING DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.215,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 31.5m (103.3ft),  Out-to-Out Width: 32.5m (106.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.9 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $1,828,000,  Roadway Improvement Cost: $182,000,  Total Project Cost: $2,010,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>

Structure Number: 8202411353,  Location: .75 MI SO BUNKUM RD (Lat: 38.618719,  Lng: -90.068378),  Route carried "on" structure: Interstate 255,  Year Built: 1981,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 28,909 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 40,340 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: FAI 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.291,  Lanes on structure: 6,  Lanes under structure: 18,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 82024213538,  Location: .75 MI SO BUNKUM RD (Lat: 38.618719,  Lng: -90.068753),  Route carried "on" structure: Interstate 255,  Year Built: 1981,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 33,909 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 44,500 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: FAI 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.275,  Lanes on structure: 6,  Lanes under structure: 18,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 82024316345,  Location: 0.2MI N OF FAI 64 (Lat: 38.622178,  Lng: -90.067394),  Route carried "on" structure: Other road 9160,  Year Built: 1985,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 1,400 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,400 (year 2025),  Design Load: HS 20,  Features Intersected: FAI 255,  Facility Carried by Structure: BUNKUM RD/ FAU 916
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.765,  Lanes on structure: 2,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 82024416505,  Location: 1.4MI N FAI 64 (Lat: 38.636942,  Lng: -90.057161),  Route carried "on" structure: Other road 9151,  Year Built: 1985,  Status: Open,  Structure Length: 16.95m (55.61ft),  Average Daily Traffic: 1,000 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,900 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: FAI 255/HARDING DITH,  Facility Carried by Structure: FOREST BLVD/FAU 91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.328,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 60.0m (196.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.0 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: 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: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 82024516511,  Location: 1.9MI N FAI 64 (Lat: 38.640050,  Lng: -90.052456),  Route carried "on" structure: Interstate 255,  Year Built: 1985,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 23,900 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 34,500 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: HARDING DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.171,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 8202461652,  Location: 1.9MI N FAI 64 (Lat: 38.640142,  Lng: -90.052314),  Route carried "on" structure: Interstate 255,  Year Built: 1985,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 23,900 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 34,500 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: HARDING DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.187,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 82026128345,  Location: 1 MI WEST OF ILL 157 (Lat: 38.618608,  Lng: -90.060217),  Route carried "on" structure: County highway 35,  Year Built: 1969,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 400 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 550 (year 2026),  Design Load: HS 20,  Features Intersected: FAI 64/CD 360-361
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 43.0m (141.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 82027924833,  Location: IN CASEYVILLE (Lat: 38.642519,  Lng: -90.018747),  Route carried "on" structure: State highway 157,  Year Built: 1990,  Status: Open,  Structure Length: 7.18m (23.56ft),  Average Daily Traffic: 11,600 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,200 (year 2021),  Design Load: HS 20,  Features Intersected: CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.577,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 82028624839,  Location: N C LMTS CASEYVILLE (Lat: 38.643408,  Lng: -90.017772),  Route carried "on" structure: State highway 157,  Year Built: 1990,  Status: Open,  Structure Length: 5.17m (16.96ft),  Average Daily Traffic: 11,600 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,200 (year 2021),  Design Load: HS 20,  Features Intersected: CANTEEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.722,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 63.9 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 82030635879,  Location: CASEYVILLE (Lat: 38.614094,  Lng: -90.045964),  Route carried "on" structure: Interstate 64,  Year Built: 2007,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 38,150 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 64,000 (year 2026),  Design Load: HS 20,  Features Intersected: ILL 157
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.805,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 8203073588,  Location: CASEYVILLE (Lat: 38.614250,  Lng: -90.045881),  Route carried "on" structure: Interstate 64,  Year Built: 2007,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 38,150 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 64,000 (year 2026),  Design Load: HS 20,  Features Intersected: ILL 157
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.821,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 82201223651,  Location: 0.08 S BUNKUM RD (Lat: 38.619736,  Lng: -90.040683),  Route carried "on" structure: State highway 157,  Year Built: 1966,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 14,400 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,600 (year 2027),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.375,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007

Find on map >>

Structure Number: 82300118001,  Location: 0.25MI W ILL 157 (Lat: 38.622292,  Lng: -90.046717),  Route carried "on" structure: Other road 9160,  Year Built: 1960,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,750 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,500 (year 2024),  Design Load: HS 20,  Features Intersected: DITCH,  Facility Carried by Structure: BUNKUM RD/ FAU 916
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.664,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006

Find on map >>

Structure Number: 82300218065,  Location: 1.5MI E ILL RTE 157 (Lat: 38.622467,  Lng: -90.008111),  Route carried "on" structure: County highway 83,  Year Built: 1971,  Year Reconstructed: 1979,  Status: Posted for load,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 400 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 550 (year 2026),  Design Load: HS 15,  Features Intersected: LITTLE CANTEEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.526,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 20.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $416,760,000,  Roadway Improvement Cost: $15,360,000,  Total Project Cost: $432,120,000 ( Estimate for 2004),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>

Structure Number: 82305718049,  Location: STATE PARK PLACE (Lat: 38.640292,  Lng: -90.046911),  Route carried "on" structure: Other road 9243,  Year Built: 1974,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 2,700 (year 2003),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,700 (year 2026),  Design Load: HS 20,  Features Intersected: HARDING DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.027,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2004,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>

Structure Number: 82306109429,  Location: 1.5 MI W IL 159 (Lat: 38.622456,  Lng: -90.003967),  Route carried "on" structure: Other road 9148,  Year Built: 1977,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 1,250 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,700 (year 2026),  Design Load: HS 20,  Features Intersected: LITTLE CANTEEN CR.,  Facility Carried by Structure: DEVILS HOLE/FAU 91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.784,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Bridge Improvement Cost: $448,800,000,  Roadway Improvement Cost: $14,400,000,  Total Project Cost: $463,200,000 ( Estimate for 2004),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 82409127485,  Location: 0.50 S OF FOREST BVD (Lat: 38.633753,  Lng: -90.060611),  Route carried "on" structure: City street 6001,  Year Built: 1975,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 300 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 550 (year 2021),  Features Intersected: HARDING DITCH OVFLOW,  Facility Carried by Structure: 81 STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 33.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007

Find on map >>

Structure Number: 82411714142,  Location: 0.25 M E RT 157 (Lat: 38.643122,  Lng: -90.015617),  Route carried "on" structure: City street 6168,  Year Built: 1985,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 100 (year 2003),  Average Future Daily Traffic: 175 (year 2021),  Design Load: HS 20,  Features Intersected: CANTEEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum 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 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 82620031424,  Location: 500' N OF N. SCATES (Lat: 38.148064,  Lng: -89.408361),  Route carried "on" structure: City street 6160,  Year Built: 1948,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 1,800 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,500 (year 2021),  Design Load: HS 20,  Features Intersected: LITTLE CANTEEN CREEK,  Facility Carried by Structure: N LONG ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 28.8 metric tons,  Inventory Rating: 21.6 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $235,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $263,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 8202411353,  Location: .75 MI SO BUNKUM RD (Lat: 38.618719,  Lng: -90.068378),  Route carried "under" structure: Interstate 64,  Year Built: 1981,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 89,100 (year 2007),  Truck Traffic: 13%,  Features Intersected: FAI 64,  Facility Carried by Structure: FAI 255 NB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 11.762,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

Find on map >>

Structure Number: 8202411353,  Location: .75 MI SO BUNKUM RD (Lat: 38.618719,  Lng: -90.068378),  Route carried "under" structure: Interstate 64,  Year Built: 1981,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 10,009 (year 2005),  Truck Traffic: 13%,  Features Intersected: FAI 64,  Facility Carried by Structure: FAI 255 NB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 1.448,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

Find on map >>

Structure Number: 82024213538,  Location: .75 MI SO BUNKUM RD (Lat: 38.618719,  Lng: -90.068753),  Route carried "under" structure: Interstate 64,  Year Built: 1981,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 89,100 (year 2007),  Truck Traffic: 13%,  Features Intersected: FAI 64,  Facility Carried by Structure: FAI 255 SB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 1.173,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

Find on map >>

Structure Number: 82024213538,  Location: .75 MI SO BUNKUM RD (Lat: 38.618719,  Lng: -90.068753),  Route carried "under" structure: Interstate 64,  Year Built: 1981,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 10,009 (year 2005),  Truck Traffic: 13%,  Features Intersected: FAI 64,  Facility Carried by Structure: FAI 255 SB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.148,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

Find on map >>

Structure Number: 82024316345,  Location: 0.2MI N OF FAI 64 (Lat: 38.622178,  Lng: -90.067394),  Route carried "under" structure: Interstate 255,  Year Built: 1985,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 47,800 (year 2007),  Truck Traffic: 14%,  Features Intersected: FAI 255,  Facility Carried by Structure: BUNKUM RD/ FAU 916
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 26.725,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

Find on map >>

Structure Number: 82024316345,  Location: 0.2MI N OF FAI 64 (Lat: 38.622178,  Lng: -90.067394),  Route carried "under" structure: Interstate 255,  Year Built: 1985,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 10,009 (year 2005),  Truck Traffic: 14%,  Features Intersected: FAI 255,  Facility Carried by Structure: BUNKUM RD/ FAU 916
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

Find on map >>

Structure Number: 82024416505,  Location: 1.4MI N FAI 64 (Lat: 38.636942,  Lng: -90.057161),  Route carried "under" structure: Interstate 255,  Year Built: 1985,  Structure Length: 16.95m (55.61ft),  Average Daily Traffic: 47,800 (year 2007),  Truck Traffic: 14%,  Features Intersected: FAI 255/HARDING DITH,  Facility Carried by Structure: FOREST BLVD/FAU 91
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 28.624,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.0m (196.9ft)

Find on map >>

Structure Number: 82026128345,  Location: 1 MI WEST OF ILL 157 (Lat: 38.618608,  Lng: -90.060217),  Route carried "under" structure: Interstate 64,  Year Built: 1969,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 17,909 (year 2005),  Truck Traffic: 13%,  Features Intersected: FAI 64/CD 360-361,  Facility Carried by Structure: 81ST ST/CH35
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

Find on map >>

Structure Number: 82030635879,  Location: CASEYVILLE (Lat: 38.614094,  Lng: -90.045964),  Route carried "under" structure: State highway 157,  Year Built: 2007,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 14,400 (year 2007),  Truck Traffic: 7%,  Features Intersected: ILL 157,  Facility Carried by Structure: FAI 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.602,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

Find on map >>

Structure Number: 8203073588,  Location: CASEYVILLE (Lat: 38.614250,  Lng: -90.045881),  Route carried "under" structure: State highway 157,  Year Built: 2007,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 14,400 (year 2007),  Truck Traffic: 7%,  Features Intersected: ILL 157,  Facility Carried by Structure: FAI 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.619,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)