Bridge Statistics for Spring Valley, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 60158,  Location: E EDGE SPRING VALLEY (Lat: 41.327247,  Lng: -89.188883),  Route carried "on" structure: US 6,  Year Built: 1994,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 10,600 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 12,897 (year 2032),  Design Load: HS 20,  Features Intersected: SPRING CR& ABANDN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 127.778,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: March 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 60164,  Location: 0.60 MI S OF US 6 (Lat: 41.319050,  Lng: -89.199753),  Route carried "on" structure: State highway 89,  Year Built: 2008,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 4,350 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,175 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RI RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.294,  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: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 60174,  Location: 1.8 MI W IL 89 (Lat: 41.374428,  Lng: -89.252411),  Route carried "on" structure: Interstate 80,  Year Built: 2011,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 11,050 (year 2021),  Truck Traffic: 29%,  Average Future Daily Traffic: 10,711 (year 2032),  Features Intersected: NEGRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.980,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 60175,  Location: 1.8 MI W IL 89 (Lat: 41.374361,  Lng: -89.252242),  Route carried "on" structure: Interstate 80,  Year Built: 2010,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 11,050 (year 2021),  Truck Traffic: 29%,  Average Future Daily Traffic: 10,711 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NEGRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.996,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 64136,  Location: 1 MI. W. OF LADD (Lat: 41.378839,  Lng: -89.246686),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 175 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 164 (year 2032),  Design Load: HS 20,  Features Intersected: NEGRO CREEK,  Facility Carried by Structure: TR 249
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.949,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  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: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 64143,  Location: NE Edge Spring Valle (Lat: 41.336414,  Lng: -89.187122),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 725 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 614 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: Spring Creek,  Facility Carried by Structure: TR 398
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.720,  Lanes on structure: 2,  Owner: Town or Township 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: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  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: January 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 780047,  Location: 0.91M S of US 6 (Lat: 41.312108,  Lng: -89.199711),  Route carried "on" structure: State highway 89,  Year Built: 2018,  Status: Open,  Structure Length: 54.15m (177.66ft),  Average Daily Traffic: 4,350 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,600 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: ILLINOIS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.537,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Navigation Control: Yes ( Vertical Clearance: 15.5m (50.9ft), Horizontal Clearance: 107.6m (353.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 111.3m (365.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 782004,  Location: 1.65 MILE S OF US 6 (Lat: 41.303375,  Lng: -89.199886),  Route carried "on" structure: State highway 89,  Year Built: 2001,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 5,800 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,048 (year 2032),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.540,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 782005,  Location: .01 MI E OF IL89 (Lat: 41.306425,  Lng: -89.199667),  Route carried "on" structure: Other road ,  Year Built: 2001,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 128 (year 2032),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: BOAT CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State 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: 3.5m (11.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 783118,  Location: 1360N, 1415E (Lat: 41.303908,  Lng: -89.199753),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,200 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: ILL RIVER TRIB,  Facility Carried by Structure: FAS 1254-CH 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.0m,  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 60178,  Location: S. EDGE OF LADD (Lat: 41.367631,  Lng: -89.219042),  Route carried "under" structure: Interstate 80,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 22,100 (year 2021),  Truck Traffic: 29%,  Features Intersected: FAI 80,  Facility Carried by Structure: IL 89 FAP 698
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 112.876,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 69927,  Location: SPRING VALLEY (Lat: 41.327394,  Lng: -89.185269),  Route carried "under" structure: US 6,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 10,600 (year 2021),  Truck Traffic: 15%,  Features Intersected: US 6,  Facility Carried by Structure: Illinois Railway R
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 128.100,  Lanes under structure: 4,  Material/Design: Steel,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 69941,  Location: SPRING VALLEY (Lat: 41.335539,  Lng: -89.185969),  Route carried "under" structure: County highway ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 725 (year 2020),  Truck Traffic: 9%,  Features Intersected: TR 398,  Facility Carried by Structure: BN RR
Minimum Vertical Clearance: 3.43m (11.25ft),  Kilometerpoint: 2.865,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 6.1m (20.0ft)