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Bridge Statistics for Seymour, Indiana (IN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Seymour, IN, Indiana, Indiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 47 meters (154ft) Total costs: $283,000 Total average daily traffic: 190,032 Total average daily truck traffic: 11,626 National Bridge Inventory (NBI) Registered Bridges for Seymour
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 1861, Location: 1.3 km W SR 11 (Lat: 38.953333, Lng: -85.905000), Route carried "on" structure: US 50, Year Built: 1986, Year Reconstructed: 2000, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 22,132 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 31,184 (year 2026), Design Load: HS 20, Features Intersected: VON FANGE DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.443, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.1 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: Better than 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: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1862, Location: 0.7 km W I-65 (Lat: 38.958333, Lng: -85.853333), Route carried "on" structure: US 50, Year Built: 1964, Year Reconstructed: 1988, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 14,303 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 20,153 (year 2026), Design Load: HS 20, Features Intersected: SANDY BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.158, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 1 degrees, 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: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1863, Location: 0.7 km W I-65 (Lat: 38.958333, Lng: -85.853333), Route carried "on" structure: US 50, Year Built: 1964, Year Reconstructed: 1988, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 14,303 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 20,153 (year 2026), Design Load: HS 20, Features Intersected: SANDY BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.158, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 1 degrees, 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: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 3104, Location: 3.2 km W SR 11 (Lat: 38.970000, Lng: -85.923333), Route carried "on" structure: State highway 258, Year Built: 1981, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 3,814 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 5,374 (year 2026), Design Load: HS 20, Features Intersected: E FK WHITE RIVER OVFL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.441, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3105, Location: 2.9 km W SR 11 (Lat: 38.968333, Lng: -85.921667), Route carried "on" structure: State highway 258, Year Built: 1974, Year Reconstructed: 1980, Status: Open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 3,814 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 5,374 (year 2026), Design Load: HS 20, Features Intersected: E FK WHITE RIVER OVFL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.731, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 31055, Location: 1.3 km W SR 11 (Lat: 38.961667, Lng: -85.905000), Route carried "on" structure: State highway 258, Year Built: 1994, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 9,085 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 12,801 (year 2026), Design Load: HS 20, Features Intersected: VON FANGE DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.275, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, 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 24 months, Inspection Date: May 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3521, Location: 6.7 km N US 31 (Lat: 38.958333, Lng: -85.843333), Route carried "on" structure: Interstate 65, Year Built: 1958, Year Reconstructed: 1989, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 26,222 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 52,234 (year 2026), Design Load: HS 20+Mod, Features Intersected: US 50 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.725, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 19.6m (64.3ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3522, Location: 6.7 km N US 31 (Lat: 38.958333, Lng: -85.845000), Route carried "on" structure: Interstate 65, Year Built: 1958, Year Reconstructed: 1989, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 26,222 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 52,234 (year 2026), Design Load: HS 20+Mod, Features Intersected: US 50 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.725, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 19.6m (64.3ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3600071, Location: 0.0 km S OF SCHLETER RD (Lat: 38.946992, Lng: -85.907958), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 650 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 915 (year 2024), Features Intersected: VON FANGE DITCH, Facility Carried by Structure: AIRPORT RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 36.0 metric tons, Inventory Rating: 18.0 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $40,000, Total Project Cost: $200,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3600107, Location: 0.0 km N OF MCDONALD ST (Lat: 38.947800, Lng: -85.916250), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 60 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 85 (year 2024), Design Load: HS 20, Features Intersected: GAISER DITCH, Facility Carried by Structure: KASTING ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 9.7m (31.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2003), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3600176, Location: 0.1 km S OF US50 (Lat: 38.944164, Lng: -85.919900), Route carried "on" structure: Alternate County highway 218, Year Built: 1940, Year Reconstructed: 1970, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 215 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 305 (year 2024), Features Intersected: VON FANGE DITCH, Facility Carried by Structure: SCHLETER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 13.5 metric tons, Inventory Rating: 7.2 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $10,000, Total Project Cost: $80,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3600186, Location: 0.2 km S OF 4TH ST (Lat: 38.963197, Lng: -85.851775), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 5.20m (17.06ft), Average Daily Traffic: 12,000 (year 2000), Truck Traffic: 15%, Average Future Daily Traffic: 16,920 (year 2024), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: BURKHART BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Roadway Improvement Cost: $2,000, Total Project Cost: $2,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 3521, Location: 6.7 km N US 31 (Lat: 38.958333, Lng: -85.843333), Route carried "under" structure: US 50, Year Built: 1958, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 28,606 (year 2004), Truck Traffic: 5%, Features Intersected: US 50, Facility Carried by Structure: I-65 NBL Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 41.914, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.6m (64.3ft) Find on map >>
Structure Number: 3522, Location: 6.7 km N US 31 (Lat: 38.958333, Lng: -85.845000), Route carried "under" structure: US 50, Year Built: 1958, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 28,606 (year 2004), Truck Traffic: 5%, Features Intersected: US 50, Facility Carried by Structure: I-65 SBL Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 41.898, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.6m (64.3ft) Discuss this city on our hugely popular Indiana forum Back to: Seymour, IN, Indiana, All US cities.
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