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

Find on map >>

Structure Number: 39001309304,  Location: IN MURPHYSBORO (Lat: 37.765200,  Lng: -89.323675),  Route carried "on" structure: State highway 13,  Year Built: 1954,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 12.71m (41.70ft),  Average Daily Traffic: 9,450 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,600 (year 2024),  Design Load: HS 20,  Features Intersected: BIG MUDDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 130.780,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.7m (22.0ft), Horizontal Clearance: 47.8m (156.8ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Length Of Structure Improvement: 13.35m (43.80ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2006,  Underwater Inspection Date: June 2004,  Bridge Improvement Cost: $1,860,000,  Roadway Improvement Cost: $186,000,  Total Project Cost: $2,790,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>

Structure Number: 39003609333,  Location: ECL OF MURPHYSBORO (Lat: 37.758333,  Lng: -89.328028),  Route carried "on" structure: State highway 127,  Year Built: 1925,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 11.25m (36.91ft),  Average Daily Traffic: 6,500 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,700 (year 2022),  Design Load: HS 20,  Features Intersected: BIG MUDDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.315,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Navigation Control: Yes ( Vertical Clearance: 9.1m (29.9ft), Horizontal Clearance: 21.9m (71.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2007,  Underwater Inspection Date: June 2004,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>

Structure Number: 39004925145,  Location: E. EDGE OF M'BORO (Lat: 37.765228,  Lng: -89.323503),  Route carried "on" structure: State highway 13,  Year Built: 1974,  Status: Open,  Structure Length: 12.69m (41.63ft),  Average Daily Traffic: 9,450 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,830 (year 2023),  Design Load: HS 20,  Features Intersected: BIG MUDDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 130.796,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 9.1m (29.9ft), Horizontal Clearance: 48.4m (158.8ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.7m (159.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 50.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.72m (45.01ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2007,  Underwater Inspection Date: June 2004,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $550,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>

Structure Number: 39201025149,  Location: 1 MI E OF MURPHYSBOR (Lat: 37.765464,  Lng: -89.307750),  Route carried "on" structure: State highway 13,  Year Built: 1956,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 17,200 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,260 (year 2022),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 132.179,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 13 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: Fair,  Culverts: 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: 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: January 2008

Find on map >>

Structure Number: 39201929197,  Location: ECL OF MURPHYSBORO (Lat: 37.758739,  Lng: -89.328756),  Route carried "on" structure: State highway 127,  Year Built: 1958,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,500 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,350 (year 2021),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.395,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very 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,  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

Find on map >>

Structure Number: 39308609431,  Location: NE 1/4 SEC 3-9-2 (Lat: 37.769600,  Lng: -89.310303),  Route carried "on" structure: Other road 9683,  Year Built: 1963,  Status: Closed,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 200 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 250 (year 2025),  Features Intersected: CREEK,  Facility Carried by Structure: CS 3071
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $66,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>

Structure Number: 39322533549,  Location: SW EDGE M'BORO (Lat: 37.752406,  Lng: -89.348281),  Route carried "on" structure: Other road 9672,  Year Built: 2000,  Status: Open,  Structure Length: 15.44m (50.66ft),  Average Daily Traffic: 2,550 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,200 (year 2022),  Design Load: HS 20,  Features Intersected: BIG MUDDY RIVER,  Facility Carried by Structure: FAU 9572
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  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: 39600212728,  Location: NW CORNER M'BORO (Lat: 37.781636,  Lng: -89.342944),  Route carried "on" structure: Other road 2004,  Year Built: 1978,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 950 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,550 (year 2025),  Design Load: HS 15,  Features Intersected: STREAM,  Facility Carried by Structure: HIGH SCHOOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Fair,  Culverts: Good,  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: Equal to 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 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 39600621604,  Location: MURPHYSBORO (Lat: 37.783881,  Lng: -89.342031),  Route carried "on" structure: Other road 2002,  Year Built: 1900,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 1,050 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,750 (year 2025),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: BLACKWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 89.1 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: March 2007

Find on map >>

Structure Number: 39990923996,  Location: WCL OF MURPHYSBORO (Lat: 37.764425,  Lng: -89.353367),  Route carried "under" structure: State highway 149,  Year Built: 1900,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 3,300 (year 2007),  Truck Traffic: 20%,  Features Intersected: ILL RTE 149,  Facility Carried by Structure: MO PAC RR
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 10.925,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.5m (41.0ft)