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

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Structure Number: 39001809309,  Location: NEAR ECL CARBONDALE (Lat: 37.728286,  Lng: -89.203489),  Route carried "on" structure: State highway 13,  Year Built: 1947,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 23,200 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,820 (year 2023),  Design Load: H 20,  Features Intersected: PILES FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 143.056,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 54.9 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: 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,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $234,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3900390935,  Location: 1.75 M E CARBONDALE (Lat: 37.728706,  Lng: -89.175936),  Route carried "on" structure: Other road 9707,  Year Built: 1920,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 5,200 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,460 (year 2022),  Design Load: HS 20,  Features Intersected: CRABORCHARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.381,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.9m (68.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.7 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: Somewhat better than minimum adequacy,  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: September 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 39007142502,  Location: 0.19MI E NEW ERA RD (Lat: 37.730269,  Lng: -89.243364),  Route carried "on" structure: State highway 13,  Year Built: 2007,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 30,300 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,905 (year 2029),  Design Load: HS 25,  Features Intersected: LITTLE CRAB ORCHARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 139.500,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.3m (7.5ft),  Curb-To-Curb Width: 42.4m (139.1ft),  Out-to-Out Width: 43.0m (141.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  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: Superior 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 24 months,  Inspection Date: August 2007,  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: 39200917096,  Location: NEAR ECL CARBONDALE (Lat: 37.726169,  Lng: -89.204950),  Route carried "on" structure: State highway 13,  Year Built: 1970,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 20,400 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,500 (year 2021),  Design Load: HS 20,  Features Intersected: PILES FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 143.008,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: January 2007

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Structure Number: 39201629194,  Location: 1 MI.NW CARBONDALE (Lat: 37.750553,  Lng: -89.263411),  Route carried "on" structure: State highway 13,  Year Built: 1954,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 16,300 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,600 (year 2021),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 136.588,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Poor,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2007

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Structure Number: 39201729195,  Location: EAST OF OLD RTE 13 (Lat: 37.731553,  Lng: -89.246106),  Route carried "on" structure: State highway 13,  Year Built: 1954,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 30,300 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,725 (year 2021),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 139.227,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.1 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: 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: January 2007

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Structure Number: 39202001216,  Location: 0.1M W.UNIV.MALL ENT (Lat: 37.729992,  Lng: -89.194425),  Route carried "on" structure: State highway 13,  Year Built: 1948,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 29,300 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,650 (year 2022),  Design Load: HS 20,  Features Intersected: TRIB-PILES FORK CRK.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 144.118,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007

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Structure Number: 39202332993,  Location: 1/4 MI N PLEASNTHILL (Lat: 37.703611,  Lng: -89.217394),  Route carried "on" structure: US 51,  Year Built: 2002,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 11,500 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,500 (year 2022),  Design Load: HS 20,  Features Intersected: PILES FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.065,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 24.0m (78.7ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2005

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Structure Number: 39312924253,  Location: 0.25M W EMARALD LANE (Lat: 37.715739,  Lng: -89.246892),  Route carried "on" structure: Other road 9712,  Year Built: 1976,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 4,350 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,575 (year 2020),  Design Load: HS 20,  Features Intersected: LITTLE CRAB ORCH CR,  Facility Carried by Structure: CH 13-CHATAUQUA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.061,  Lanes on structure: 2,  Owner: Town or Township 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: 9.1m (29.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.2m (43.3ft)

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

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Structure Number: 39313024254,  Location: 0.2M W OF EMARALD LN (Lat: 37.715728,  Lng: -89.245628),  Route carried "on" structure: Other road 9712,  Year Built: 1976,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 4,350 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,575 (year 2020),  Design Load: HS 20,  Features Intersected: TRIB CRAB ORCHARD CR,  Facility Carried by Structure: CH 13-CHATAUQUA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.174,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.0m (42.7ft)

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: Equal to 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: December 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39314801691,  Location: N LNE SEC 31-9-1 (Lat: 37.701139,  Lng: -89.253144),  Route carried "on" structure: City street 309,  Year Built: 1980,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 1,150 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 850 (year 2020),  Design Load: HS 20,  Features Intersected: LITTLE CRAB ORCHARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Owner: Town or Township 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: 16.8m (55.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 8.7m (28.5ft)

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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 39316502332,  Location: S LINE SEC 7-9-1 (Lat: 37.745464,  Lng: -89.262181),  Route carried "on" structure: City street 920,  Year Built: 1983,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 650 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 550 (year 2018),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  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: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2004,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39317113202,  Location: 0.5MI.W.US51N.LMTCDL (Lat: 37.752797,  Lng: -89.227411),  Route carried "on" structure: City street 870,  Year Built: 1984,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 850 (year 2021),  Design Load: H 20,  Features Intersected: L. CRAB ORCHARD CRK.,  Facility Carried by Structure: TR 239
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Channel: Excellent,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39500420378,  Location: 0.08 MI W OF US 51 S (Lat: 37.700439,  Lng: -89.220250),  Route carried "on" structure: Other road 9713,  Year Built: 1987,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,900 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,250 (year 2022),  Features Intersected: PILES FORK CREEK,  Facility Carried by Structure: RESERVOIR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2004,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39600025241,  Location: IN CARBONDALE SW COR (Lat: 37.726378,  Lng: -89.246553),  Route carried "on" structure: Other road 9704,  Year Built: 1969,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 2,850 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,250 (year 2022),  Design Load: HS 20,  Features Intersected: LITTLE CRAB ORCHARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Excellent,  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: 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: November 2004,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39600401887,  Location: CARBONDALE (Lat: 37.731800,  Lng: -89.194497),  Route carried "on" structure: City street 1303,  Year Built: 1984,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,800 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,200 (year 2023),  Design Load: HS 20,  Features Intersected: TRIB.PILES FORK CRK.,  Facility Carried by Structure: RENDLEMAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2004,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 39610025243,  Location: WALL ST CARBONDALE (Lat: 37.715878,  Lng: -89.208911),  Route carried "on" structure: Other road 9724,  Year Built: 1962,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 13,100 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,500 (year 2023),  Design Load: HS 20,  Features Intersected: PILES FORK,  Facility Carried by Structure: WALL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.462,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Channel: Good,  Culverts: 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39610125244,  Location: CITY HALL CARBONDALE (Lat: 37.722247,  Lng: -89.206333),  Route carried "on" structure: City street 1730,  Year Built: 1971,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,750 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,850 (year 2023),  Design Load: HS 20,  Features Intersected: PILES FORK,  Facility Carried by Structure: COLLEGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Channel: Good,  Culverts: 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39610212758,  Location: 1/4 MILE EAST RTE 51 (Lat: 37.700433,  Lng: -89.213203),  Route carried "on" structure: Other road 9713,  Year Built: 1982,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 8,700 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,100 (year 2023),  Design Load: HS 20,  Features Intersected: ICG RAILROAD,  Facility Carried by Structure: PLEASANT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.156,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 39610313803,  Location: DORTHELLA CARBONDALE (Lat: 37.724925,  Lng: -89.206086),  Route carried "on" structure: City street 6950,  Year Built: 1964,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 550 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 500 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: PILES FORK,  Facility Carried by Structure: DORTHELLA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Channel: Satisfactory,  Culverts: 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: 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: January 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39993027923,  Location: CARBONDALE AT SIU (Lat: 37.715011,  Lng: -89.215186),  Route carried "under" structure: US 51,  Year Built: 1970,  Structure Length: 14.97m (49.11ft),  Average Daily Traffic: 9,250 (year 2007),  Truck Traffic: 4%,  Features Intersected: US 51 - FAP 718,  Facility Carried by Structure: SIU PED OVERHEAD(N
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 87.369,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 39993102309,  Location: CARBONDALE SIU (Lat: 37.712219,  Lng: -89.214800),  Route carried "under" structure: US 51,  Year Built: 1988,  Structure Length: 25.70m (84.32ft),  Average Daily Traffic: 5,750 (year 2007),  Truck Traffic: 5%,  Features Intersected: US 51-FAP 718,  Facility Carried by Structure: SO. SIU PED OVERPA
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 87.095,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 39993234201,  Location: E OF US 51 NB-CDALE (Lat: 37.719978,  Lng: -89.215250),  Route carried "under" structure: Other road 9710,  Year Built: 2000,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 5,800 (year 2007),  Truck Traffic: 5%,  Features Intersected: MILL STREET,  Facility Carried by Structure: CN/ICG RR
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.111,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 14.1m (46.3ft)