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Bridge Statistics for New Albany, Indiana (IN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: New Albany, IN, Indiana, Indiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 79 Total length: 529 meters (1,736ft) Total costs: $12,140,000 Total average daily traffic: 1,670,979 Total average daily truck traffic: 91,141 National Bridge Inventory (NBI) Registered Bridges for New Albany
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 2234, Location: 0.9 km W SR 131 (Lat: 38.301667, Lng: -85.791667), Route carried "on" structure: Alternate State highway 62, Year Built: 1959, Year Reconstructed: 1994, Status: Open, Structure Length: 16.52m (54.20ft), Average Daily Traffic: 48,412 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 68,212 (year 2026), Design Load: HS 20, Features Intersected: SILVER CREEK & FR. RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.514, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 53.1 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 2557, Location: 2 km S SR 62 (Lat: 38.270000, Lng: -85.845000), Route carried "on" structure: State highway 111, Year Built: 1940, Year Reconstructed: 1987, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 7,455 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 10,504 (year 2026), Design Load: HS 20, Features Intersected: MIDDLE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.182, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: 2558, Location: 0.5 km S SR 62 (Lat: 38.278333, Lng: -85.835000), Route carried "on" structure: State highway 111, Year Built: 1945, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 14,223 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 20,040 (year 2026), Design Load: HS 20, Features Intersected: FALLING RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.598, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 67.5 metric tons, Inventory Rating: 40.5 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2559, Location: 0.7 km N SR 311 (Lat: 38.308333, Lng: -85.820000), Route carried "on" structure: State highway 111, Year Built: 1967, Year Reconstructed: 1980, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 13,843 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 19,505 (year 2026), Design Load: HS 20, Features Intersected: FALL RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.165, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.2 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 minimum criteria, Approach Roadway Alignment: Better than present minimum 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 Find on map >>
Structure Number: 25595, Location: 0.3 km S I-265 (Lat: 38.335000, Lng: -85.818333), Route carried "on" structure: State highway 111, Year Built: 1972, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 25,886 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 36,473 (year 2026), Design Load: HS 20, Features Intersected: SLATE RUN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.158, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.3m (56.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 256, Location: 4 km N SR 311 (Lat: 38.336667, Lng: -85.818333), Route carried "on" structure: State highway 111, Year Built: 1972, Year Reconstructed: 1992, Status: Open, Structure Length: 9.32m (30.58ft), Average Daily Traffic: 25,886 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 36,473 (year 2026), Design Load: HS 20, Features Intersected: I-265 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.480, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 26.4m (86.6ft), Out-to-Out Width: 28.1m (92.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2007, Other Special Inspection Date: July 2007, Bridge Improvement Cost: $699,000, Total Project Cost: $3,915,000 ( Estimate for 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: 3128, Location: 4.8 km S SR 60 (Lat: 38.345000, Lng: -85.800000), Route carried "on" structure: State highway 311, Year Built: 1972, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 24,333 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 34,285 (year 2026), Design Load: HS 20, Features Intersected: I-265 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.096, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.5m (113.2ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,036,000, Total Project Cost: $1,036,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 3129, Location: 1.6 km N I-265 (Lat: 38.356667, Lng: -85.790000), Route carried "on" structure: State highway 311, Year Built: 1931, Year Reconstructed: 1964, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 16,688 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 23,514 (year 2026), Design Load: H 20, Features Intersected: JACOBS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.705, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3441, Location: 3.3 km E US 150 (Lat: 38.301667, Lng: -85.856667), Route carried "on" structure: Interstate 64, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 5.63m (18.47ft), Average Daily Traffic: 42,556 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 84,772 (year 2026), Design Load: HS 20+Mod, Features Intersected: EB RAMP TO I265 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.849, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.3 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 3442, Location: 3.5 km E US 150 (Lat: 38.301667, Lng: -85.853333), Route carried "on" structure: Interstate 64, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 42,556 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 84,772 (year 2026), Design Load: HS 20+Mod, Features Intersected: EB RAMP FROM I265 SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.994, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 3443, Location: 0.4 km E I-265 (Lat: 38.300000, Lng: -85.848333), Route carried "on" structure: Interstate 64, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 32,924 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 65,584 (year 2026), Design Load: HS 20+Mod, Features Intersected: CAPT. FRANK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 195.461, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.7 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, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 3444, Location: 0.4 km E I-265 (Lat: 38.301667, Lng: -85.846667), Route carried "on" structure: Interstate 64, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 32,924 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 65,584 (year 2026), Design Load: HS 20+Mod, Features Intersected: CAPT. FRANK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 195.461, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 3445, Location: 1.3 km W SR 111 (Lat: 38.291667, Lng: -85.836667), Route carried "on" structure: Interstate 64, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 65,848 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 131,169 (year 2026), Design Load: HS 20+Mod, Features Intersected: CHERRY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 196.700, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 28.5m (93.5ft), Out-to-Out Width: 29.6m (97.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.7 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 3446, Location: 1.1 km W SR 111 (Lat: 38.291667, Lng: -85.835000), Route carried "on" structure: Interstate 64, Year Built: 1965, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 65,848 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 131,169 (year 2026), Design Load: HS 20+Mod, Features Intersected: FALLING RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 196.893, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3447, Location: 0.4 km W SR 111 (Lat: 38.285000, Lng: -85.828333), Route carried "on" structure: Ramp Interstate 64, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 19,383 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 38,611 (year 2026), Design Load: HS 20+Mod, Features Intersected: I-64 RAMP 123D TO I64 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 197.617, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 3448, Location: 0.2 km W SR 111 (Lat: 38.285000, Lng: -85.828333), Route carried "on" structure: Interstate 64, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 65,848 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 131,169 (year 2026), Design Load: HS 20+Mod, Features Intersected: SR 62X (SPRING STREET) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 197.778, Lanes on structure: 8, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.6m (103.7ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.4m (70.2ft), Curb-To-Curb Width: 35.3m (115.8ft), Out-to-Out Width: 38.1m (125.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2006, Other Special Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 3449, Location: 0.1 km W SR 111 (Lat: 38.285000, Lng: -85.828333), Route carried "on" structure: Interstate 64, Year Built: 1961, Year Reconstructed: 1992, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 46,605 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 92,837 (year 2026), Design Load: HS 20+Mod, Features Intersected: MARKET STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 197.890, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 345, Location: 0.1 km W SR 111 (Lat: 38.285000, Lng: -85.828333), Route carried "on" structure: Interstate 64, Year Built: 1961, Year Reconstructed: 1992, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 46,605 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 92,837 (year 2026), Design Load: HS 20+Mod, Features Intersected: MARKET STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 197.890, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, 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: 3451, Location: 6.4 km E US 150 (Lat: 38.283333, Lng: -85.826667), Route carried "on" structure: Interstate 64, Year Built: 1961, Year Reconstructed: 1992, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 46,605 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 92,837 (year 2026), Design Load: HS 20+Mod, Features Intersected: SR 111 (MAIN STREET) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 197.923, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 7 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.9m (78.4ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 34513, Location: 6.6 km E US 150 (Lat: 38.281667, Lng: -85.826667), Route carried "on" structure: Interstate 64, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 46,605 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 92,837 (year 2026), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RR Minimum Vertical Clearance: 4.74m (15.55ft), Kilometerpoint: 198.067, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 34515, Location: 6.6 km E US 150 (Lat: 38.281667, Lng: -85.825000), Route carried "on" structure: Interstate 64, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 19.99m (65.58ft), Average Daily Traffic: 46,605 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 92,837 (year 2026), Design Load: HS 20+Mod, Features Intersected: SR 111 & RR (MAIN ST) Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 198.067, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 7, Length of Maximum Span: 25.7m (84.3ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2006, Critical Feature Inspection Date: August 2006, Other Special Inspection Date: August 2006, Bridge Improvement Cost: $350,000, Total Project Cost: $350,000, 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: 3452, Location: 0.1 km E SR 111 (Lat: 38.281667, Lng: -85.825000), Route carried "on" structure: Interstate 64, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 62.57m (205.28ft), Average Daily Traffic: 93,210 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 185,675 (year 2026), Design Load: HS 20+Mod, Features Intersected: OHIO RIVER & WATER STEET Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 198.244, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Navigation Control: Yes ( Vertical Clearance: 23.7m (77.8ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 243.8m (799.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2007, Critical Feature Inspection Date: November 2007, Underwater Inspection Date: November 2007, Other Special Inspection Date: November 2007, Bridge Improvement Cost: $740,000, Total Project Cost: $740,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 4951, Location: 0.4 km E I-64 (Lat: 38.303333, Lng: -85.851667), Route carried "on" structure: Ramp Interstate 265, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 9,645 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 19,214 (year 2026), Design Load: HS 20, Features Intersected: I-265 RAMP C Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 4952, Location: 1.3 km E I-64 (Lat: 38.311667, Lng: -85.846667), Route carried "on" structure: Interstate 265, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 27,303 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 54,389 (year 2026), Design Load: HS 20+Mod, Features Intersected: STATE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.351, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.7m (71.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2006, Other Special Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4953, Location: 1.3 km E I-64 (Lat: 38.311667, Lng: -85.846667), Route carried "on" structure: Interstate 265, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 27,303 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 54,389 (year 2026), Design Load: HS 20+Mod, Features Intersected: STATE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.351, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 49535, Location: 1.3 km E I-64 (Lat: 38.311667, Lng: -85.846667), Route carried "on" structure: Ramp Interstate 265, Year Built: 1983, Year Reconstructed: 1999, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 13,652 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 27,194 (year 2026), Design Load: HS 20+Mod, Features Intersected: STATE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.351, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.4m (70.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum 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: 4954, Location: 2 km W SR 111 (Lat: 38.325000, Lng: -85.836667), Route carried "on" structure: Alternate City street , Year Built: 1972, Status: Open, Structure Length: 9.47m (31.07ft), Average Daily Traffic: 10,065 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 14,182 (year 2026), Design Load: HS 20, Features Intersected: I-265, Facility Carried by Structure: GREEN VALLEY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, 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: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2007, Other Special Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 4955, Location: 0.8 km W SR 111 (Lat: 38.333333, Lng: -85.826667), Route carried "on" structure: Interstate 265, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 27,363 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 54,506 (year 2026), Design Load: HS 20+Mod, Features Intersected: MOUNT TABOR ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4956, Location: 0.8 km W SR 111 (Lat: 38.333333, Lng: -85.826667), Route carried "on" structure: Interstate 265, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 27,363 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 54,506 (year 2026), Design Load: HS 20+Mod, Features Intersected: MOUNT TABOR ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4957, Location: 0.5 km W SR 111 (Lat: 38.335000, Lng: -85.823333), Route carried "on" structure: Interstate 265, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 27,363 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 54,506 (year 2026), Design Load: HS 20+Mod, Features Intersected: CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.617, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.3m (56.8ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4958, Location: 0.5 km W SR 111 (Lat: 38.335000, Lng: -85.823333), Route carried "on" structure: Interstate 265, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 27,363 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 54,506 (year 2026), Design Load: HS 20, Features Intersected: CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.617, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 49585, Location: 0.6 km E SR 111 (Lat: 38.340000, Lng: -85.811667), Route carried "on" structure: Alternate City street , Year Built: 1979, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 3,649 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 5,140 (year 2026), Design Load: HS 20, Features Intersected: I-265, Facility Carried by Structure: KLERNER LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.7m (123.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2006, Other Special Inspection Date: April 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: 4959, Location: 0.6 km E SR 311 (Lat: 38.345000, Lng: -85.791667), Route carried "on" structure: Alternate City street , Year Built: 1972, Status: Open, Structure Length: 7.49m (24.57ft), Average Daily Traffic: 989 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,394 (year 2026), Design Load: HS 20, Features Intersected: I-265, Facility Carried by Structure: PAYNE-KOEHLER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.1m (121.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 496, Location: 1.2 km E SR 311 (Lat: 38.345000, Lng: -85.776667), Route carried "on" structure: Interstate 265, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 23,184 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 46,182 (year 2026), Design Load: HS 20+Mod, Features Intersected: JACOBS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.318, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4961, Location: 1.2 km E SR 311 (Lat: 38.346667, Lng: -85.776667), Route carried "on" structure: Interstate 265, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 23,184 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 46,182 (year 2026), Design Load: HS 20+Mod, Features Intersected: JACOBS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.318, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4962, Location: 1.4 km W I-65 (Lat: 38.346667, Lng: -85.770000), Route carried "on" structure: Interstate 265, Year Built: 1972, Year Reconstructed: 1992, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 23,184 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 46,182 (year 2026), Design Load: HS 20+Mod, Features Intersected: SILVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.637, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.8m (91.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.9 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $340,000, Total Project Cost: $1,908,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4963, Location: 1.4 km W I-65 (Lat: 38.346667, Lng: -85.770000), Route carried "on" structure: Interstate 265, Year Built: 1972, Year Reconstructed: 1992, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 23,184 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 46,182 (year 2026), Design Load: HS 20+Mod, Features Intersected: SILVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.637, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.8m (91.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.9 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $340,000, Total Project Cost: $1,908,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 2200044, Location: 0.1 km N OF FRINGE RD (Lat: 38.350833, Lng: -85.796003), Route carried "on" structure: City street 102, Year Built: 1995, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 1,302 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 1,918 (year 2026), Design Load: HS 20, Features Intersected: UPHILL RUN, Facility Carried by Structure: PAYNE/KOEHLER 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.4m (47.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft) 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $19,000, Total Project Cost: $19,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2200049, Location: 0.1 km N OF MT. TABOR RD (Lat: 38.334392, Lng: -85.808917), Route carried "on" structure: City street 283, Year Built: 1983, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 611 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 901 (year 2026), Design Load: HS 20, Features Intersected: SLATE RUN CREEK, Facility Carried by Structure: KLERNER LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to 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: May 2006, Bridge Improvement Cost: $5,000, Total Project Cost: $5,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 220005, Location: 0.3 km E OF PAYNE KOEHLER (Lat: 38.334342, Lng: -85.794911), Route carried "on" structure: City street 314, Year Built: 1920, Year Reconstructed: 1966, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 3,603 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 5,311 (year 2026), Features Intersected: SILVER CREEK, Facility Carried by Structure: BLACKISTON MILL RD 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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.7m (87.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 18.0 metric tons, Inventory Rating: 14.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 6.33m (20.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $979,000, Roadway Improvement Cost: $294,000, Total Project Cost: $1,687,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2200052, Location: 0.1 km S OF CORYDON PIKE (Lat: 38.280517, Lng: -85.863614), Route carried "on" structure: Alternate City street 55, Year Built: 2003, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 1,342 (year 2006), Average Future Daily Traffic: 1,978 (year 2026), Design Load: HS 20, Features Intersected: MIDDLE CREEK, Facility Carried by Structure: HIGHWATER ROAD 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: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Very 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $15,000, Total Project Cost: $15,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2200074, Location: 0.1 km W OF GRAYBROOK LN (Lat: 38.300867, Lng: -85.823700), Route carried "on" structure: Alternate City street , Year Built: 1920, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 1,223 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 1,803 (year 2026), Features Intersected: FALLING RUN CREEK, Facility Carried by Structure: BINFORD PARK ST. 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: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 18.0 metric tons, Inventory Rating: 14.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $18,000, Total Project Cost: $18,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2200075, Location: 0.1 km S OF HWY 111 (Lat: 38.276536, Lng: -85.849339), Route carried "on" structure: Alternate City street , Year Built: 1952, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 8,573 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 12,637 (year 2026), Features Intersected: FALLING RUN CREEK, Facility Carried by Structure: FLOYD 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 18.0 metric tons, Inventory Rating: 14.4 metric tons, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2200076, Location: 0 km INT W/ ZURSCHMEIDE D (Lat: 38.310125, Lng: -85.832658), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,365 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 7,908 (year 2026), Design Load: HS 20, Features Intersected: FALLING RUN CREEK, Facility Carried by Structure: DAISY LANE 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: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 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: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $21,000, Total Project Cost: $21,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2200077, Location: 0.1 km W OF SPRING ST (Lat: 38.282375, Lng: -85.834631), Route carried "on" structure: Alternate City street , Year Built: 1949, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 999 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 1,473 (year 2026), Features Intersected: FALLING RUN CREEK, Facility Carried by Structure: SPRING HILL ROAD 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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 18.0 metric tons, Inventory Rating: 14.4 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $6,000, Total Project Cost: $31,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Indiana forum Back to: New Albany, IN, Indiana, All US cities.
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