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Bridge Statistics for Clinton, Indiana (IN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Clinton, IN, Indiana, Indiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 55 meters (180ft) Total costs: $2,112,000 Total average daily traffic: 28,844 Total average daily truck traffic: 1,944 Total future (year 2024) average daily traffic: 38,978 National Bridge Inventory (NBI) Registered Bridges for Clinton
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 2265, Location: 2.1 km N SR 163 (Lat: 39.675000, Lng: -87.423333), Route carried "on" structure: State highway 63, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 6,073 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 8,557 (year 2026), Design Load: HS 20, Features Intersected: FEATHER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.803, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.05m (16.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $790,000, Total Project Cost: $790,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 22655, Location: 2.1 km N SR 163 (Lat: 39.675000, Lng: -87.423333), Route carried "on" structure: State highway 63, Year Built: 1974, Year Reconstructed: 1985, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 6,073 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 8,557 (year 2026), Design Load: HS 20, Features Intersected: FEATHER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.803, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.99m (16.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $426,000, Total Project Cost: $426,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 2843, Location: 1.6 km S US 41 (Lat: 39.656667, Lng: -87.396667), Route carried "on" structure: State highway 163, Year Built: 1963, Year Reconstructed: 1982, Status: Open, Structure Length: 32.70m (107.28ft), Average Daily Traffic: 7,863 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 10,891 (year 2026), Design Load: HS 20, Features Intersected: WABASH RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.630, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 10.3m (33.8ft), Horizontal Clearance: 45.7m (149.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 4, Length of Maximum Span: 48.7m (159.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 32.70m (107.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2007, Underwater Inspection Date: November 2007, Other Special Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 830007, Location: 0.1 km S OF N ST (Lat: 39.662467, Lng: -87.403975), Route carried "on" structure: City street 215, Year Built: 1927, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 215 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 267 (year 2024), Features Intersected: FEATHER CREEK, Facility Carried by Structure: 6TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 6.5m (21.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Inventory Rating: 25.2 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2004, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $61,000, Total Project Cost: $353,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8300071, Location: 0.1 km S OF N ST (Lat: 39.662289, Lng: -87.405392), Route carried "on" structure: City street 220, Year Built: 1970, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 323 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 401 (year 2024), Design Load: HS 20, Features Intersected: FEATHER CREEK, Facility Carried by Structure: 7TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 32.4 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2004, Bridge Improvement Cost: $308,000, Roadway Improvement Cost: $92,000, Total Project Cost: $531,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8300072, Location: 0.1 km S OF N ST (Lat: 39.662317, Lng: -87.406775), Route carried "on" structure: City street 225, Year Built: 1982, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 215 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 267 (year 2024), Design Load: HS 20, Features Intersected: FEATHER CREEK, Facility Carried by Structure: 8TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than 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, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2004, Bridge Improvement Cost: $8,000, Total Project Cost: $8,000 ( Estimate for 2004), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8300073, Location: 0.1 km S OF N ST (Lat: 39.661742, Lng: -87.408269), Route carried "on" structure: City street 230, Year Built: 1997, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 1,288 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 1,600 (year 2024), Design Load: HS 20, Features Intersected: FEATHER CREEK, Facility Carried by Structure: 9TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2004, 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: 8300074, Location: 0.1 km N OF SYCAMORE (Lat: 39.662494, Lng: -87.411072), Route carried "on" structure: City street 240, Year Built: 1929, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 215 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 267 (year 2024), Features Intersected: LOST CREEK, Facility Carried by Structure: 11TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.5m (21.3ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.4 metric tons, Inventory Rating: 28.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8300075, Location: 0.1 km N OF SYCAMORE (Lat: 39.662119, Lng: -87.412464), Route carried "on" structure: City street 245, Year Built: 1929, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 215 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 267 (year 2024), Features Intersected: LOST CREEK, Facility Carried by Structure: 12TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.3m (20.7ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 32.4 metric tons, Inventory Rating: 28.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8300076, Location: 0.1 km E OF 6TH ST. (Lat: 39.662647, Lng: -87.403389), Route carried "on" structure: City street 150, Year Built: 1982, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 215 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 267 (year 2024), Design Load: HS 20, Features Intersected: FEATHER CREEK, Facility Carried by Structure: NORTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2004, Bridge Improvement Cost: $3,000, Total Project Cost: $3,000 ( Estimate for 2004), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8300077, Location: 0.1 km W OF TOWNE ST (Lat: 39.663714, Lng: -87.410117), Route carried "on" structure: City street 5, Year Built: 1988, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 349 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 433 (year 2024), Design Load: HS 20, Features Intersected: FEATHER CREEK, Facility Carried by Structure: ANDERSON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2004, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8300079, Location: 1.2 km S OF SR 63 (Lat: 39.687853, Lng: -87.415539), Route carried "on" structure: City street 177, Year Built: 1950, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,900 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 3,602 (year 2024), Features Intersected: NORTON CREEK, Facility Carried by Structure: OLD SR 63 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, 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 24 months, Inspection Date: July 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 830008, Location: 1.7 km N OF SR 163 (Lat: 39.672364, Lng: -87.415678), Route carried "on" structure: City street 177, Year Built: 1999, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 2,900 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 3,602 (year 2024), Design Load: HS 20, Features Intersected: FEATHER CREEK, Facility Carried by Structure: OLD SR 63 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2004, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2004), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Indiana forum Back to: Clinton, IN, Indiana, All US cities.
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