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Bridge Statistics for Peru, Indiana (IN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Peru, IN, Indiana, Indiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 89 meters (292ft) Total costs: $2,825,000 Total average daily traffic: 71,617 Total average daily truck traffic: 4,343 National Bridge Inventory (NBI) Registered Bridges for Peru
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 5008, Location: 0 km N SR 124 (Lat: 40.751667, Lng: -86.066667), Route carried "on" structure: State highway 19, Year Built: 1983, Status: Open, Structure Length: 10.78m (35.37ft), Average Daily Traffic: 13,697 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 19,298 (year 2026), Design Load: HS 20, Features Intersected: WABASH RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.826, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 32.6m (107.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.7m (136.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2007, Underwater 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: 501, Location: 0.1 km S US 24 (Lat: 40.778333, Lng: -86.060000), Route carried "on" structure: State highway 19, Year Built: 1992, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 3,319 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 4,676 (year 2026), Design Load: HS 20, Features Intersected: PRAIRIE DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.559, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 6026, Location: 1.1 km W SR 19 (Lat: 40.775000, Lng: -86.070000), Route carried "on" structure: US 24, Year Built: 1975, Year Reconstructed: 1991, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 4,288 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 6,042 (year 2026), Design Load: HS 20, Features Intersected: CENTRAL RR CO. OF IND. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.479, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 6027, Location: 1.1 km W SR 19 (Lat: 40.775000, Lng: -86.070000), Route carried "on" structure: US 24, Year Built: 1975, Year Reconstructed: 1991, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 4,288 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 6,042 (year 2026), Design Load: HS 20, Features Intersected: CENTRAL RR CO. OF IND. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.479, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 6028, Location: 0.9 km W SR 19 (Lat: 40.775000, Lng: -86.068333), Route carried "on" structure: US 24, Year Built: 1975, Year Reconstructed: 1991, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 4,288 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 6,042 (year 2026), Design Load: HS 20, Features Intersected: WARSAW TR & HARTLE RD DT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.656, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.4m (83.3ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 6029, Location: 0.9 km W SR 19 (Lat: 40.775000, Lng: -86.068333), Route carried "on" structure: US 24, Year Built: 1975, Year Reconstructed: 1991, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 4,288 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 6,042 (year 2026), Design Load: HS 20, Features Intersected: WARSAW TR & HARTLE RD DT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.656, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.4m (83.3ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 5200055, Location: 1.6 km W OF STRAWTOWN RD. (Lat: 40.745019, Lng: -86.076906), Route carried "on" structure: City street 25, Year Built: 1930, Status: Posted for load, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 775 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 1,300 (year 2027), Design Load: H 20, Features Intersected: STREAM 2 WABASH RIVER, Facility Carried by Structure: WEST RIVERSIDE DR. 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.1m (23.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 22.5 metric tons, Inventory Rating: 13.5 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $55,000, Total Project Cost: $200,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5200056, Location: 0.0 km E OF FLORA (Lat: 40.736386, Lng: -86.098550), Route carried "on" structure: Alternate City street 336, Year Built: 1983, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 650 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 975 (year 2027), Design Load: HS 20, Features Intersected: LITTLE PIPE CREEK, Facility Carried by Structure: ELLIS RD 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $4,000, Total Project Cost: $10,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5200057, Location: 0.8 km W OF BUS. 31 (Lat: 40.742036, Lng: -86.106664), Route carried "on" structure: Alternate City street 40, Year Built: 1932, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 425 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 700 (year 2027), Design Load: H 15, Features Intersected: LITTLE PIPE CREEK, Facility Carried by Structure: RIVER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.4m (17.7ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 23.4 metric tons, Inventory Rating: 18.9 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Bridge Improvement Cost: $285,000, Roadway Improvement Cost: $115,000, Total Project Cost: $400,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5200122, Location: 0.3 km S OF W MAIN ST. (Lat: 40.742419, Lng: -86.096547), Route carried "on" structure: City street 99, Year Built: 1939, Year Reconstructed: 1988, Status: Open, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 12,575 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 23,000 (year 2027), Design Load: HS 20, Features Intersected: WABASH RIVER, Facility Carried by Structure: BUSINESS 31 Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 60.0m (196.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 60.9m (199.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.8 metric tons, Inventory Rating: 25.2 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 18.59m (60.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Underwater Inspection Date: June 2007, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,100,000 ( Estimate for 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: 5200123, Location: 0.3 km S OF US 24 (Lat: 40.771219, Lng: -86.080239), Route carried "on" structure: City street 271, Year Built: 1937, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 5,000 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 10,000 (year 2027), Features Intersected: PRAIRIE DITCH, Facility Carried by Structure: NORTH BROADWAY 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, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $5,000, Total Project Cost: $30,000 ( Estimate for 2007) Find on map >>
Structure Number: 5200124, Location: 1.2 km N OF CR 225S (Lat: 40.737906, Lng: -86.116250), Route carried "on" structure: City street 99, Year Built: 1939, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 12,525 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 21,000 (year 2027), Features Intersected: LITTLE PIPE CREEK, Facility Carried by Structure: BUSINESS 31 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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.6m (64.3ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 30.6 metric tons, Inventory Rating: 22.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $10,000, Total Project Cost: $35,000 ( Estimate for 2007) Find on map >>
Structure Number: 5200136, Location: 0.0 km N OF RIVERSIDE DR (Lat: 40.753611, Lng: -86.056969), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 1991, Status: Open, Structure Length: 16.94m (55.58ft), Average Daily Traffic: 5,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 8,000 (year 2027), Design Load: HS 20, Features Intersected: WABASH RIVER, Facility Carried by Structure: WAYNE 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, Navigation Control: Yes ( Vertical Clearance: 0.9m (3.0ft), Horizontal Clearance: 28.6m (93.8ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 30.6m (100.4ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 16.94m (55.58ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2007, Underwater Inspection Date: June 2007, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $100,000, Total Project Cost: $850,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 5200138, Location: 0.3 km S OF GRAHAM ST. (Lat: 40.743092, Lng: -86.060911), Route carried "on" structure: Alternate City street , Year Built: 1935, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 235 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2027), Features Intersected: SCHOOLMAN DITCH, Facility Carried by Structure: PARK DRIVE 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: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 34.2 metric tons, Inventory Rating: 25.2 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $55,000, Total Project Cost: $200,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6028, Location: 0.9 km W SR 19 (Lat: 40.775000, Lng: -86.068333), Route carried "under" structure: County highway , Year Built: 1975, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 132 (year 2004), Truck Traffic: 5%, Features Intersected: WARSAW TR & HARTLE RD DT, Facility Carried by Structure: US 24 EBL Minimum Vertical Clearance: 6.52m (21.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.4m (83.3ft) Find on map >>
Structure Number: 6029, Location: 0.9 km W SR 19 (Lat: 40.775000, Lng: -86.068333), Route carried "under" structure: County highway , Year Built: 1975, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 132 (year 2004), Truck Traffic: 5%, Features Intersected: WARSAW TR & HARTLE RD DT, Facility Carried by Structure: US 24 WBL Minimum Vertical Clearance: 5.71m (18.73ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.4m (83.3ft) Discuss this city on our hugely popular Indiana forum Back to: Peru, IN, Indiana, All US cities.
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