 |
 |
Bridge Statistics for Bloomington, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Bloomington, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 66 Total length: 271 meters (889ft) Total costs: $5,084,000 Total average daily traffic: 518,456 Total average daily truck traffic: 114,288 National Bridge Inventory (NBI) Registered Bridges for Bloomington
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 57000413279, Location: NBL OVR 55 BUSN LOOP (Lat: 40.438467, Lng: -89.022822), Route carried "on" structure: Interstate 55, Year Built: 1963, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 11,900 (year 2007), Truck Traffic: 35%, Average Future Daily Traffic: 20,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: I-55 BUSN LOOP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 251.599, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2008, Bridge Improvement Cost: $918,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,377,000, 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: 5700051328, Location: JCT I-55 & I-74 (Lat: 40.444217, Lng: -89.021506), Route carried "on" structure: Interstate 55, Year Built: 1964, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 11,900 (year 2007), Truck Traffic: 35%, Average Future Daily Traffic: 17,400 (year 2022), Design Load: HS 20+Mod, Features Intersected: EB I-74/SW BLOOM. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 252.114, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2008, Bridge Improvement Cost: $183,000, Roadway Improvement Cost: $18,000, Total Project Cost: $220,000, 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: 57000813283, Location: 1.9 MI S JCT ILL 9 (Lat: 40.458750, Lng: -89.026917), Route carried "on" structure: Interstate 55, Year Built: 1963, Year Reconstructed: 1996, Status: Temporarily open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 20,450 (year 2007), Truck Traffic: 42%, Average Future Daily Traffic: 44,500 (year 2022), Design Load: HS 20+Mod, Features Intersected: SIX PTS RD/FAU 6369 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 253.852, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.2m (125.3ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.3m (50.2ft), Curb-To-Curb Width: 38.2m (125.3ft), Out-to-Out Width: 40.0m (131.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.9 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, 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: 57000913284, Location: 1.9 MI S JCT ILL 9 (Lat: 40.458747, Lng: -89.027444), Route carried "on" structure: Interstate 55, Year Built: 1963, Year Reconstructed: 2001, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 20,450 (year 2007), Truck Traffic: 42%, Average Future Daily Traffic: 44,500 (year 2022), Design Load: HS 20+Mod, Features Intersected: SIX PTS.RD/FAU 6369 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 253.868, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.3m (50.2ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.9 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, 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: 57001013285, Location: 1.0 MI S JCT ILL 9 (Lat: 40.471422, Lng: -89.030672), Route carried "on" structure: Interstate 55, Year Built: 1963, Year Reconstructed: 2001, Status: Open, Structure Length: 8.65m (28.38ft), Average Daily Traffic: 20,450 (year 2007), Truck Traffic: 42%, Average Future Daily Traffic: 44,500 (year 2022), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.252, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, 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: 57001113286, Location: 1.0 MI SO I55 &ILL 9 (Lat: 40.471589, Lng: -89.030633), Route carried "on" structure: Interstate 55, Year Built: 1963, Year Reconstructed: 2001, Status: Open, Structure Length: 8.65m (28.38ft), Average Daily Traffic: 20,450 (year 2007), Truck Traffic: 42%, Average Future Daily Traffic: 44,500 (year 2022), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.268, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 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 24 months, Inspection Date: January 2008, 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: 57005913331, Location: 55 BUSN LP OV I-74 (Lat: 40.440458, Lng: -89.019167), Route carried "on" structure: Business Interstate 55, Year Built: 1964, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 3,500 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 10,300 (year 2025), Design Load: HS 20+Mod, Features Intersected: I-74/SW BLOOMINGTON Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.058, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2008, 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: 57006013332, Location: 55 BUSN LP OV I-74 (Lat: 40.440558, Lng: -89.019269), Route carried "on" structure: Business Interstate 55, Year Built: 1963, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 3,500 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 6,800 (year 2025), Design Load: HS 20+Mod, Features Intersected: I-74/SW BLOOMINGTON Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.074, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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 12 months, Inspection Date: January 2008, 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: 57006113333, Location: 55 BUSN LP OV I-74 (Lat: 40.441481, Lng: -89.020025), Route carried "on" structure: Business Interstate 55, Year Built: 1963, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 3,500 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 5,100 (year 2025), Design Load: HS 20+Mod, Features Intersected: I-74/SW BLOOMINGTON Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.219, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2008, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $12,000, Total Project Cost: $139,000, 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: 57006213334, Location: 55 BUSN LP OV I-74 (Lat: 40.441614, Lng: -89.020131), Route carried "on" structure: Business Interstate 55, Year Built: 1964, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 3,500 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 6,800 (year 2025), Design Load: HS 20+Mod, Features Intersected: I-74/SW BLOOMINGTON Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.235, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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 12 months, Inspection Date: January 2008, 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: 57006313335, Location: JCT BUSN 55 & US 51 (Lat: 40.459203, Lng: -88.992900), Route carried "on" structure: Business Interstate 55, Year Built: 1939, Year Reconstructed: 1984, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 29,700 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 45,600 (year 2023), Design Load: HS 20, Features Intersected: US 51 AT BLOOMINGTON Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.469, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57008813359, Location: INTERCHANGE ILL 9 (Lat: 40.484872, Lng: -89.028289), Route carried "on" structure: US 150, Year Built: 1964, Year Reconstructed: 2003, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 10,550 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 33,800 (year 2022), Design Load: HS 20+Mod, Features Intersected: I-55/I-74, Facility Carried by Structure: ILL 9 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.110, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 32.4m (106.3ft), Out-to-Out Width: 33.4m (109.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.17m (26.80ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2008, Bridge Improvement Cost: $1,924,000, Roadway Improvement Cost: $192,000, Total Project Cost: $2,886,000, 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: 57011113471, Location: 1.3 M S I-55 & IL 9 (Lat: 40.466394, Lng: -89.030989), Route carried "on" structure: Other road 6429, Year Built: 1963, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 2,400 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 2,800 (year 2022), Design Load: HS 15, Features Intersected: I-55/I-74, Facility Carried by Structure: WEST OAKLAND CH RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57019028308, Location: 0.48 MI E OF FAI 55 (Lat: 40.483769, Lng: -89.020681), Route carried "on" structure: US 150, Year Built: 1980, Year Reconstructed: 2007, Status: Open, Structure Length: 2.72m (8.92ft), Average Daily Traffic: 17,900 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 30,200 (year 2023), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: ILL 9 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.898, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.2m (30.2ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 22.9m (75.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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 12 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 57019306354, Location: US 51 NB BLOOMINGTON (Lat: 40.474031, Lng: -88.993350), Route carried "on" structure: Business US 51, Year Built: 1981, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 11,400 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 22,700 (year 2023), Design Load: HS 20, Features Intersected: N&W & CONRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.852, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 57022430764, Location: 1.6 M S BUS. 55 (Lat: 40.445244, Lng: -88.950108), Route carried "on" structure: US 150, Year Built: 1993, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 4,650 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 7,700 (year 2023), Design Load: HS 20, Features Intersected: KICKAPOO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 224.134, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2008, 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: 57022731141, Location: 1 MI E I55/74 (Lat: 40.484317, Lng: -89.005161), Route carried "on" structure: US 150, Year Built: 1996, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 7,100 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 13,600 (year 2023), Design Load: H 20, Features Intersected: SPCSL RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 216.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.5m (113.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, 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: 57023136332, Location: 2.5 MI. S I-55& IL 9 (Lat: 40.449661, Lng: -89.022239), Route carried "on" structure: Other road 6371, Year Built: 2003, Status: Open, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 2,800 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 8,500 (year 2026), Design Load: HS 20, Features Intersected: I-55/I-74 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 39.5m (129.6ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 21.7m (71.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, 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: 57200628309, Location: 0.25 MI E OF FAI 55 (Lat: 40.483967, Lng: -89.022233), Route carried "on" structure: US 150, Year Built: 1980, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 19,500 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 30,700 (year 2023), Design Load: HS 20, Features Intersected: SQUAW CR, Facility Carried by Structure: ILL 9 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.721, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 66.6 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: 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 2008 Find on map >>
Structure Number: 57342133408, Location: 2.5 MI SE 150 & 55 (Lat: 40.468933, Lng: -89.020817), Route carried "on" structure: Other road 6384, Year Built: 1981, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,650 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 5,700 (year 2024), Design Load: HS 20, Features Intersected: GOOSE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.910, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 57342532323, Location: BLOOMINGTON SEC 7 (Lat: 40.470650, Lng: -89.023594), Route carried "on" structure: Other road 6429, Year Built: 2003, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,400 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 3,000 (year 2026), Design Load: HS 20, Features Intersected: GOOSE CREEK, Facility Carried by Structure: OAKLAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft) 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, 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 24 months, Inspection Date: September 2006, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 57391629696, Location: SIX PTS RD W I-55 (Lat: 40.458647, Lng: -89.041772), Route carried "on" structure: Other road 6369, Year Built: 1991, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 1,550 (year 1999), Average Future Daily Traffic: 2,450 (year 2024), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: SIX POINTS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) 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: 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: 57530213569, Location: 1.5 MI NW 51 & 9 (Lat: 40.494131, Lng: -89.010869), Route carried "on" structure: Other road 6388, Year Built: 1968, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 5,200 (year 2004), Average Future Daily Traffic: 7,300 (year 2024), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: COTTAGE AVE/FAU638 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $308,000, Roadway Improvement Cost: $31,000, Total Project Cost: $462,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57540425144, Location: 1.2 MI E OF US 150 (Lat: 40.458961, Lng: -88.947806), Route carried "on" structure: Other road 6370, Year Built: 1987, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 2,600 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 9,800 (year 2024), Design Load: HS 20, Features Intersected: LITTLE KICKAPOO CREE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft) 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 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: 5763012386, Location: US 51 SB IN BLMNGTN (Lat: 40.475450, Lng: -88.994406), Route carried "on" structure: Business US 51, Year Built: 1971, Year Reconstructed: 2004, Status: Open, Structure Length: 19.74m (64.76ft), Average Daily Traffic: 10,900 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 19,400 (year 2027), Design Load: HS 20, Features Intersected: N&W RR/CONRAIL CORP. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.948, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, 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: 57630327158, Location: 0.75 MI NE 51 & 150 (Lat: 40.493203, Lng: -88.981183), Route carried "on" structure: Other road 6358, Year Built: 1946, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,700 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 14,500 (year 2024), Features Intersected: CNTRYCLB BR SUGAR CR, Facility Carried by Structure: EMERSON ST FAU 635 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.542, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 26.1 metric tons, Inventory Rating: 18.0 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 57630627161, Location: 0.5 MI NE 9& 150 (Lat: 40.490900, Lng: -88.979097), Route carried "on" structure: City street 1990, Year Built: 1946, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 209 (year 1983), Truck Traffic: 4%, Average Future Daily Traffic: 250 (year 2024), Features Intersected: CNTRYCLB BR SUGAR CR, Facility Carried by Structure: MARION & ROSNEY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 57630727162, Location: 0.5 MI NE 9 & 150 (Lat: 40.491325, Lng: -88.980356), Route carried "on" structure: City street 8190, Year Built: 1946, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 109 (year 1983), Truck Traffic: 8%, Average Future Daily Traffic: 125 (year 2024), Features Intersected: CNTRYCLB BR SUGAR CR, Facility Carried by Structure: EASTHOLME AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 25.2 metric tons, Inventory Rating: 18.0 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 57631627171, Location: 1.0 MI NW BUS55 & 9 (Lat: 40.499381, Lng: -88.965356), Route carried "on" structure: Other road 6355, Year Built: 1964, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 2,950 (year 2004), Average Future Daily Traffic: 4,150 (year 2024), Design Load: HS 20, Features Intersected: SUGAR CR, Facility Carried by Structure: JERSEY AVE FAU 635 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, 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 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5763171506, Location: 1.2 MI NE 55 & 150 (Lat: 40.466211, Lng: -88.949303), Route carried "on" structure: Other road 6365, Year Built: 1968, Year Reconstructed: 1980, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,600 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 8,000 (year 2024), Design Load: HS 20, Features Intersected: BROADMOOR CREEK, Facility Carried by Structure: LINCOLN ST FAU 636 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.765, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m 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: Febuary 2007, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57631828881, Location: 0.5 MI NE 150 & 9 (Lat: 40.491906, Lng: -88.979736), Route carried "on" structure: City street 8190, Year Built: 1946, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 79 (year 1998), Average Future Daily Traffic: 100 (year 2024), Features Intersected: CNTRYCLB BR SUGAR CR, Facility Carried by Structure: ALLEY W OF ROSNEY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 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: Good, Culverts: Satisfactory, Operating Rating: 25.2 metric tons, Inventory Rating: 16.2 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 57631915041, Location: 0.75 MI NE 150 & 51 (Lat: 40.494139, Lng: -88.981903), Route carried "on" structure: Other road 6405, Year Built: 1982, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 9,200 (year 2004), Average Future Daily Traffic: 12,900 (year 2024), Design Load: HS 20, Features Intersected: SUGAR CR MAIN BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.077, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Very good, Superstructure: Satisfactory, 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 minimum 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 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57632008461, Location: 1.5 MI ENE 55 & 150 (Lat: 40.464172, Lng: -88.942917), Route carried "on" structure: Other road 6416, Year Built: 1981, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 4,500 (year 2004), Average Future Daily Traffic: 6,300 (year 2024), Design Load: HS 20, Features Intersected: BROOKRIDGE CREEK, Facility Carried by Structure: HERSHEY RD FAU 641 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.965, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Excellent, 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: Superior 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57632215294, Location: 0.7 MI ESE 74 & 150 (Lat: 40.480636, Lng: -89.015919), Route carried "on" structure: Other road 6387, Year Built: 1925, Year Reconstructed: 1982, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,100 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 7,500 (year 2024), Features Intersected: BNSD OUTFALL SEWER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft) Condition: Channel: Good, Culverts: Satisfactory, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 57632315309, Location: 0.5 MI ESE 74 & 150 (Lat: 40.480564, Lng: -89.018578), Route carried "on" structure: City street 7130, Year Built: 1925, Year Reconstructed: 1987, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,800 (year 2004), Truck Traffic: 46%, Average Future Daily Traffic: 4,000 (year 2024), Features Intersected: BNSD OUTFALL SEWER, Facility Carried by Structure: CAROLINE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 57632429285, Location: 1.2 MI SE 74 & 150 (Lat: 40.473378, Lng: -89.011694), Route carried "on" structure: Other road 6363, Year Built: 1991, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 3,700 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 8,300 (year 2024), Design Load: HS 20, Features Intersected: SOUTHERN PACIFIC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 21.1m (69.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: 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 replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 57632731361, Location: 0.6 MI SE 150 & 55 (Lat: 40.452497, Lng: -88.948836), Route carried "on" structure: Other road 6371, Year Built: 1993, Status: Open, Structure Length: 4.49m (14.73ft), Average Daily Traffic: 3,450 (year 1999), Average Future Daily Traffic: 7,100 (year 2024), Design Load: HS 20+Mod, Features Intersected: LITTLE KICKAPOO CR, Facility Carried by Structure: HAMILTON RD FAU 63 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.710, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.8m (35.4ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 25.1m (82.3ft) Condition: Deck: Excellent, 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: Superior to present desirable criteria, 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 57632831362, Location: 0.6 MI N 74 & 55 (Lat: 40.449844, Lng: -89.018614), Route carried "on" structure: Other road 6371, Year Built: 1995, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 2,800 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 8,000 (year 2024), Design Load: HS 20, Features Intersected: LITTLE KICKAPOO CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m 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: Superior 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: 57632929286, Location: 1.0 MI E. 150 & 55 (Lat: 40.459556, Lng: -88.949603), Route carried "on" structure: Other road 6370, Year Built: 1991, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 5,200 (year 2004), Average Future Daily Traffic: 9,800 (year 2024), Design Load: HS 20, Features Intersected: 100YR FLOOD PLANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft) 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: Superior to present desirable 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: Integral Concrete Find on map >>
Structure Number: 57633029627, Location: 1.7 MI NE 9 & 55 (Lat: 40.501367, Lng: -88.924186), Route carried "on" structure: Other road 6417, Year Built: 1964, Year Reconstructed: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,950 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 13,200 (year 2024), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: AIRPORT RD. FAU 64 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.036, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft) Condition: Channel: 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: Febuary 2007, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 57633130077, Location: 1.5 MI NE 9 & 55 (Lat: 40.502708, Lng: -88.929900), Route carried "on" structure: Other road 6354, Year Built: 1992, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 6,800 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 14,700 (year 2024), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.310, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 17.9m (58.7ft) 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 57633230918, Location: 0.6 MI NE 150 & 51 (Lat: 40.494089, Lng: -88.985125), Route carried "on" structure: Other road 6401, Year Built: 1995, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 2,700 (year 1999), Average Future Daily Traffic: 3,900 (year 2024), Design Load: HS 20+Mod, Features Intersected: SUGER CREEK, Facility Carried by Structure: CLINTON ST FAU 640 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 23.5m (77.1ft) 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: 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: 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: 57633330794, Location: 1.0 MI S 55 & 9 (Lat: 40.473486, Lng: -88.951217), Route carried "on" structure: Other road 6363, Year Built: 1993, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 8,350 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 23,400 (year 2024), Design Load: HS 20, Features Intersected: BROOKRIDGE CREEK, Facility Carried by Structure: OAKLAND AVE FAU 63 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.969, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft) 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2007 Find on map >>
Structure Number: 57633430217, Location: 1.2 MI NNE 55 & 9 (Lat: 40.502958, Lng: -88.938717), Route carried "on" structure: Other road 6416, Year Built: 1997, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 10,600 (year 1999), Average Future Daily Traffic: 17,600 (year 2024), Design Load: HS 20, Features Intersected: SUGAR CREEKMAIN BRA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.427, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 25.4m (83.3ft) 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, 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: 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: 57633531448, Location: 0.5 MI SW 55 & 150 (Lat: 40.478969, Lng: -89.023822), Route carried "on" structure: Other road 6360, Year Built: 1996, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 6,800 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 9,500 (year 2024), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK, Facility Carried by Structure: WASHINGTONST.FAU63 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.041, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.3m (73.2ft) 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 57633633363, Location: 0.5 MI NW 51 & 150 (Lat: 40.493169, Lng: -89.000317), Route carried "on" structure: Other road 6358, Year Built: 2003, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 6,100 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 9,200 (year 2026), Design Load: HS 20, Features Intersected: SOUTHERN PACIFIC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.8m (84.6ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.3m (43.6ft) 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Discuss this city on our hugely popular Illinois forum Back to: Bloomington, IL, Illinois, All US cities.
|
 |
