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Bridge Statistics for Lincoln, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lincoln, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 20 meters (66ft) Total average daily traffic: 28,170 Total average daily truck traffic: 5,074 National Bridge Inventory (NBI) Registered Bridges for Lincoln
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 54010432384, Location: N EDGE LINCOLN (Lat: 40.164736, Lng: -89.363411), Route carried "on" structure: Other road 7706, Year Built: 1996, Status: Open, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 5,209 (year 2006), Truck Traffic: 18%, Average Future Daily Traffic: 7,020 (year 2021), Design Load: HS 20, Features Intersected: ICRR, Facility Carried by Structure: OLD US 66 BYPASS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.841, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 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: 54200212682, Location: 1.5M E OLD IL 121 (Lat: 40.164217, Lng: -89.357214), Route carried "on" structure: Other road 7706, Year Built: 1939, Year Reconstructed: 1941, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 4,459 (year 2006), Truck Traffic: 21%, Average Future Daily Traffic: 6,008 (year 2021), Features Intersected: BRAINERDS BRANCH, Facility Carried by Structure: BUS 55 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.372, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007 Find on map >>
Structure Number: 54201225461, Location: .6M N IL121 NW LNCLN (Lat: 40.164350, Lng: -89.386147), Route carried "on" structure: Other road 7706, Year Built: 1939, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 4,459 (year 2006), Truck Traffic: 21%, Average Future Daily Traffic: 6,008 (year 2021), Features Intersected: BRAINARDS BRANCH, Facility Carried by Structure: BL 55/OLD US 66 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007 Find on map >>
Structure Number: 54600029215, Location: 3 BLOCKS NIL10&UNION (Lat: 40.160783, Lng: -89.368042), Route carried "on" structure: Other road 7719, Year Built: 1978, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,500 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 3,840 (year 2020), Design Load: HS 20, Features Intersected: BRAINARDS BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.4m (30.8ft) 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006 Find on map >>
Structure Number: 54600400846, Location: 0.2 MI N IL RT 10 (Lat: 40.158042, Lng: -89.373847), Route carried "on" structure: City street 6230, Year Built: 1960, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 259 (year 1997), Truck Traffic: 23%, Average Future Daily Traffic: 311 (year 2020), Design Load: HS 20, Features Intersected: BRAINARDS BRANCH, Facility Carried by Structure: GRAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft) 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, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006 Find on map >>
Structure Number: 54600600862, Location: 0.2 MI N IL RT 10 (Lat: 40.154197, Lng: -89.373892), Route carried "on" structure: City street 6210, Year Built: 1967, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 225 (year 2006), Truck Traffic: 27%, Average Future Daily Traffic: 360 (year 2020), Design Load: HS 15, Features Intersected: BRAINARDS BRANCH, Facility Carried by Structure: OGLESBY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 54600800904, Location: 0.2 MI N IL RT 10 (Lat: 40.158875, Lng: -89.375625), Route carried "on" structure: City street 6190, Year Built: 1966, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 900 (year 2006), Truck Traffic: 22%, Average Future Daily Traffic: 1,140 (year 2020), Design Load: HS 15, Features Intersected: BRAINARDS BRANCH, Facility Carried by Structure: PALMER AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 54601000937, Location: 0.3 MI N IL RT 10 (Lat: 40.164928, Lng: -89.378739), Route carried "on" structure: Other road 7716, Year Built: 1967, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 500 (year 2006), Truck Traffic: 25%, Average Future Daily Traffic: 1,560 (year 2020), Design Load: HS 15, Features Intersected: BRAINARDS BRANCH, Facility Carried by Structure: STATE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 54601201032, Location: 0.5 MI N IL RT 10 (Lat: 40.159150, Lng: -89.375622), Route carried "on" structure: City street 6050, Year Built: 1964, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 550 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 660 (year 2020), Design Load: HS 15, Features Intersected: BRAINARDS BRANCH, Facility Carried by Structure: JEFFERSON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 54601431993, Location: AT FELDMAN DRIVE (Lat: 40.164211, Lng: -89.358331), Route carried "on" structure: Other road 7720, Year Built: 1997, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 2,050 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 2,363 (year 2020), Design Load: HS 20, Features Intersected: BRAINARDS BRANCH, Facility Carried by Structure: NICHOLSON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft) 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 2006 Find on map >>
Structure Number: 5499012435, Location: LINCOLN (Lat: 40.163778, Lng: -89.345378), Route carried "under" structure: Other road 7706, Year Built: 1900, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 4,459 (year 2006), Truck Traffic: 21%, Features Intersected: FAU 7706, Facility Carried by Structure: IC&G RR Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 7.385, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft) Find on map >>
Structure Number: 5499041105, Location: COLLEGE STREET (Lat: 40.142906, Lng: -89.374861), Route carried "under" structure: Other road 7716, Year Built: 1911, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 650 (year 2006), Truck Traffic: 25%, Features Intersected: FAU 7716, Facility Carried by Structure: IC&G RR SPUR TRA Minimum Vertical Clearance: 2.97m (9.74ft), Kilometerpoint: 3.057, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 6.1m (20.0ft) Find on map >>
Structure Number: 54990511095, Location: KICKAPOO &GERMAN (Lat: 40.139392, Lng: -89.373578), Route carried "under" structure: Other road 7717, Year Built: 1909, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,950 (year 2006), Truck Traffic: 15%, Features Intersected: KICKAPOO STRFAU7717, Facility Carried by Structure: IC&G RR Minimum Vertical Clearance: 3.28m (10.76ft), Kilometerpoint: 4.586, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 11.0m (36.1ft) Discuss this city on our hugely popular Illinois forum Back to: Lincoln, IL, Illinois, All US cities.
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