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Bridge Statistics for Goshen, Indiana (IN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Goshen, IN, Indiana, Indiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 25 Total length: 90 meters (295ft) Total costs: $3,863,000 Total average daily traffic: 185,201 Total average daily truck traffic: 10,701 Total future (year 2026) average daily traffic: 253,326 National Bridge Inventory (NBI) Registered Bridges for Goshen
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 148, Location: 0.8 km E SR 15 (Lat: 41.588333, Lng: -85.826667), Route carried "on" structure: State highway 4, Year Built: 1927, Year Reconstructed: 1976, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 8,014 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 11,292 (year 2026), Design Load: H 20, Features Intersected: ROCK RUN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), 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: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 414, Location: 5.4 km S SR 119 (Lat: 41.526667, Lng: -85.826667), Route carried "on" structure: State highway 15, Year Built: 1956, Year Reconstructed: 1993, Status: Open, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 13,498 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 19,018 (year 2026), Design Load: HS 20, Features Intersected: ELKHART RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.522, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2007, Underwater Inspection Date: October 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: 4155, Location: 0.1 km N US 33 (Lat: 41.591667, Lng: -85.836667), Route carried "on" structure: State highway 15, Year Built: 1984, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 18,003 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 25,365 (year 2026), Design Load: HS 20, Features Intersected: CONRAIL & ROCK RUN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.795, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.2 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2007, Other Special Inspection Date: November 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: 1098, Location: 0.4 km N SR 15 (Lat: 41.590000, Lng: -85.841667), Route carried "on" structure: US 33, Year Built: 1926, Year Reconstructed: 1994, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 25,765 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 36,303 (year 2026), Design Load: H 20, Features Intersected: ELKHART RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.229, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.1 metric tons, Inventory Rating: 28.8 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: October 2007, Underwater 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: 2586, Location: 0.5 km S SR 15 (Lat: 41.575000, Lng: -85.838333), Route carried "on" structure: State highway 119, Year Built: 1970, Year Reconstructed: 1999, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 13,386 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 18,861 (year 2026), Design Load: HS 20, Features Intersected: ELKHART RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.896, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 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: 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: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2587, Location: 0.2 km S SR 15 (Lat: 41.576667, Lng: -85.836667), Route carried "on" structure: State highway 119, Year Built: 1958, Year Reconstructed: 1993, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 13,386 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 18,861 (year 2026), Design Load: HS 20, Features Intersected: PUBLIC SERVICE CO. CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.347, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2006, Underwater Inspection Date: October 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: 2000039, Location: 0.1 km W OF US 33 (Lat: 41.608744, Lng: -85.880942), Route carried "on" structure: Alternate City street 52, Year Built: 1976, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,393 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 4,400 (year 2028), Design Load: HS 20, Features Intersected: LEEDY DITCH, Facility Carried by Structure: CO RD 28 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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $360,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2000062, Location: 0.3 km S OF CR 38 (Lat: 41.548311, Lng: -85.770578), Route carried "on" structure: Alternate City street 55, Year Built: 1976, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 1,380 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 1,850 (year 2028), Design Load: HS 20, Features Intersected: HORN DITCH, Facility Carried by Structure: CO RD 31 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), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 38.7 metric tons, Inventory Rating: 20.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2000063, Location: 0.4 km W OF CR 31 (Lat: 41.551903, Lng: -85.777267), Route carried "on" structure: Alternate City street 320, Year Built: 2005, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 4,648 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 7,635 (year 2028), Design Load: HS 20, Features Intersected: HORN DITCH, Facility Carried by Structure: CO RD 38 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, 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 24 months, Inspection Date: October 2006 Find on map >>
Structure Number: 2000064, Location: 0.1 km E OF CR 29 (Lat: 41.580919, Lng: -85.783942), Route carried "on" structure: City street 46, Year Built: 1979, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,750 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 2,275 (year 2028), Design Load: HS 20, Features Intersected: ROCK RUN CREEK, Facility Carried by Structure: CO RD 34 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $4,000, Total Project Cost: $56,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2000065, Location: 0.3 km W OF SR 15 (Lat: 41.543044, Lng: -85.835894), Route carried "on" structure: City street 34, Year Built: 1982, Status: Open, Structure Length: 9.84m (32.28ft), Average Daily Traffic: 2,682 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 3,035 (year 2028), Design Load: HS 20, Features Intersected: ELKHART RIVER, Facility Carried by Structure: WATERFORD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.7m (84.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 27.0 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.84m (32.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2006, Underwater Inspection Date: October 2006, Bridge Improvement Cost: $100,000, Total Project Cost: $150,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2000066, Location: 0.1 km E OF CR 17 (Lat: 41.595014, Lng: -85.885831), Route carried "on" structure: City street 318, Year Built: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,054 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 4,450 (year 2028), Design Load: HS 20, Features Intersected: LEEDY DITCH, Facility Carried by Structure: CO RD 30 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.6m (5.2ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: 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: November 2006, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $5,000, Total Project Cost: $50,000 ( Estimate for 2007) Find on map >>
Structure Number: 2000167, Location: 0.8 km E OF US 33 (Lat: 41.580697, Lng: -85.812431), Route carried "on" structure: City street 46, Year Built: 1960, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 4,756 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 6,936 (year 2028), Design Load: HS 20, Features Intersected: ROCK RUN CREEK, Facility Carried by Structure: MONROE STREET 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Inventory Rating: 27.0 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $20,000, Total Project Cost: $125,000 ( Estimate for 2002), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2000168, Location: 1.2 km W OF SR 15 (Lat: 41.596653, Lng: -85.853531), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 6,227 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 8,713 (year 2028), Design Load: HS 20, Features Intersected: ELKHART RIVER, Facility Carried by Structure: WILDEN AVENUE 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), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.8m (68.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 3.6m (11.8ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 2000169, Location: 0.1 km N OF WILDEN (Lat: 41.598386, Lng: -85.848397), Route carried "on" structure: City street 41, Year Built: 1961, Year Reconstructed: 1981, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 4,850 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 6,502 (year 2028), Design Load: HS 20, Features Intersected: ROCK RUN CREEK, Facility Carried by Structure: INDIANA AVENUE 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 200017, Location: 0.4 km N OF US 33 (Lat: 41.593297, Lng: -85.848575), Route carried "on" structure: City street , Year Built: 1896, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 5.60m (18.37ft), Average Daily Traffic: 4,301 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 6,638 (year 2028), Design Load: H 15, Features Intersected: ELKHART RIVER, Facility Carried by Structure: INDIANA AVENUE Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 54.8m (179.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.9 metric tons, Inventory Rating: 18.0 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2006, Critical Feature Inspection Date: December 2006, Bridge Improvement Cost: $1,105,000, Roadway Improvement Cost: $25,000, Total Project Cost: $1,130,000 ( Estimate for 2007), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2000171, Location: 0.4 km N OF US 33 (Lat: 41.594175, Lng: -85.840242), Route carried "on" structure: Alternate City street , Year Built: 1963, Year Reconstructed: 2007, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,401 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 1,677 (year 2028), Design Load: HS 20, Features Intersected: ROCK RUN CREEK, Facility Carried by Structure: FIRST 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), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.5m (47.6ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.4 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up Find on map >>
Structure Number: 2000172, Location: 0.1 km N OF SR 15 (Lat: 41.590403, Lng: -85.849778), Route carried "on" structure: Alternate City street , Year Built: 1980, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 2,666 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 3,450 (year 2028), Design Load: HS 20, Features Intersected: ROCK RUN CREEK, Facility Carried by Structure: NORTH FIFTH STREET 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2000173, Location: 0.1 km N OF SR 4 (Lat: 41.588442, Lng: -85.828928), Route carried "on" structure: Alternate City street , Year Built: 1978, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,420 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 2,520 (year 2028), Design Load: HS 20, Features Intersected: ROCK RUN CREEK, Facility Carried by Structure: COTTAGE AVENUE 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Inventory Rating: 27.0 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $20,000, Total Project Cost: $30,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2000174, Location: 0.4 km W OF SR 15 (Lat: 41.586403, Lng: -85.841361), Route carried "on" structure: City street , Year Built: 1927, Year Reconstructed: 1982, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 14,820 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 21,520 (year 2028), Design Load: H 20, Features Intersected: ELKHART RIVER, Facility Carried by Structure: LINCOLN AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.6m (64.3ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 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: Equal to present desirable criteria, Length Of Structure Improvement: 7.22m (23.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $10,000, Total Project Cost: $192,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2000175, Location: 0.4 km W OF SR 15 (Lat: 41.551047, Lng: -85.834250), Route carried "on" structure: City street 38, Year Built: 1962, Year Reconstructed: 1981, Status: Open, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 10,504 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 12,081 (year 2028), Design Load: HS 20, Features Intersected: ELKHART RIVER 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: 4, Length of Maximum Span: 15.6m (51.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.31m (23.98ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2006, Underwater Inspection Date: October 2006, Bridge Improvement Cost: $1,100,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,650,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 2000176, Location: 0.4 km E OF US 33 (Lat: 41.566289, Lng: -85.793653), Route carried "on" structure: Alternate City street 1145, Year Built: 1959, Year Reconstructed: 1973, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 2,817 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 2,965 (year 2028), Design Load: HS 20, Features Intersected: HORN DITCH, Facility Carried by Structure: CO RD 36 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 20.8m (68.2ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Inventory Rating: 27.0 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $10,000, Total Project Cost: $120,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2000178, Location: 0.8 km W OF SR 15 (Lat: 41.597225, Lng: -85.844611), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 6,411 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 9,228 (year 2028), Design Load: HS 20, Features Intersected: ROCK RUN CREEK, Facility Carried by Structure: WILDEN AVENUE 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2000194, Location: 0.1 km N OF US 33 (Lat: 41.590836, Lng: -85.834611), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 9,688 (year 2002), Truck Traffic: 12%, Average Future Daily Traffic: 12,536 (year 2028), Design Load: HS 20, Features Intersected: ROCK RUN CREEK, Facility Carried by Structure: MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 21.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 2000209, Location: 0 km E OF INT. W/CR 17 (Lat: 41.583333, Lng: -85.883333), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,381 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 5,215 (year 2028), Design Load: HS 20, Features Intersected: LEEDY DITCH, Facility Carried by Structure: CLINTON ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, 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 24 months, Inspection Date: November 2006 Discuss this city on our hugely popular Indiana forum Back to: Goshen, IN, Indiana, All US cities.
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