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Bridge Statistics for Muncie, Indiana (IN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Muncie, IN, Indiana, Indiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 98 Total length: 453 meters (1,486ft) Total costs: $5,072,000 Total average daily traffic: 693,355 Total average daily truck traffic: 31,257 National Bridge Inventory (NBI) Registered Bridges for Muncie
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 96, Location: 2 km N SR 67 (Lat: 40.161667, Lng: -85.353333), Route carried "on" structure: State highway 3, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 7,783 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 10,966 (year 2026), Design Load: HS 20, Features Intersected: US 35 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.959, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.5m (67.3ft), 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: 54.9 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 97, Location: 2 km N SR 67 (Lat: 40.161667, Lng: -85.355000), Route carried "on" structure: State highway 3, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 7,783 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 10,966 (year 2026), Design Load: HS 20, Features Intersected: US 35 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.959, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.5m (67.3ft), 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: 54.9 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 98, Location: 0.5 km N SR 3 (Lat: 40.166667, Lng: -85.351667), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 7,783 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 10,966 (year 2026), Design Load: HS 20, Features Intersected: CARDINAL GREENWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.354, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 99, Location: 0.5 km N SR 3 (Lat: 40.166667, Lng: -85.353333), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 7,783 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 10,966 (year 2026), Design Load: HS 20, Features Intersected: CARDINAL GREENWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.354, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1, Location: 1.3 km N SR 3 (Lat: 40.170000, Lng: -85.345000), Route carried "on" structure: Alternate City street , Year Built: 1973, Year Reconstructed: 1991, Status: Open, Structure Length: 5.60m (18.37ft), Average Daily Traffic: 1,532 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 2,159 (year 2026), Design Load: HS 20, Features Intersected: US 35, Facility Carried by Structure: BURLINGTON 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: 11.5m (37.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), 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: 54.0 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 desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 101, Location: 1.7 km N SR 3 (Lat: 40.173333, Lng: -85.341667), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 7,783 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 10,966 (year 2026), Design Load: HS 20, Features Intersected: WHITE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.561, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.8 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: May 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: 102, Location: 1.7 km N SR 3 (Lat: 40.173333, Lng: -85.341667), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 7,783 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 10,966 (year 2026), Design Load: HS 20, Features Intersected: WHITE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.561, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.8 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: May 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: 103, Location: 2.5 km N SR 3 (Lat: 40.178333, Lng: -85.336667), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 9,468 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 13,341 (year 2026), Design Load: HS 20, Features Intersected: MEMORIAL DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.301, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 18.8m (61.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.5 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 104, Location: 2.5 km N SR 3 (Lat: 40.178333, Lng: -85.336667), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 9,468 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 13,341 (year 2026), Design Load: HS 20, Features Intersected: MEMORIAL DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.301, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.2 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 105, Location: 1 km S SR 32 (Lat: 40.183333, Lng: -85.336667), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 1986, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 9,468 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 13,341 (year 2026), Design Load: HS 20, Features Intersected: J.D. TRUITT DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.880, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 106, Location: 1 km S SR 32 (Lat: 40.183333, Lng: -85.336667), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 1986, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 9,468 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 13,341 (year 2026), Design Load: HS 20, Features Intersected: J.D. TRUITT DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.880, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 107, Location: 0.1 km S SR 32 (Lat: 40.191667, Lng: -85.336667), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 1986, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 9,468 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 13,341 (year 2026), Design Load: HS 20, Features Intersected: CONRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.814, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 108, Location: 0.1 km S SR 32 (Lat: 40.191667, Lng: -85.336667), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 1986, Status: Open, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 9,468 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 13,341 (year 2026), Design Load: HS 20, Features Intersected: CONRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.814, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 109, Location: 5.6 km S SR 67 (Lat: 40.193333, Lng: -85.336667), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 1986, Status: Open, Structure Length: 4.38m (14.37ft), Average Daily Traffic: 10,635 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 14,984 (year 2026), Design Load: HS 20, Features Intersected: SR 32 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.974, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.7m (74.5ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 11, Location: 5.6 km S SR 67 (Lat: 40.193333, Lng: -85.336667), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 1986, Status: Open, Structure Length: 4.38m (14.37ft), Average Daily Traffic: 10,635 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 14,984 (year 2026), Design Load: HS 20, Features Intersected: SR 32 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.974, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.7m (74.5ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 111, Location: 2.2 km N SR 32 (Lat: 40.213333, Lng: -85.338333), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 1986, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 10,635 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 14,984 (year 2026), Design Load: HS 20, Features Intersected: N & S RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.211, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 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: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 112, Location: 2.2 km N SR 32 (Lat: 40.213333, Lng: -85.338333), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 1986, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 10,635 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 14,984 (year 2026), Design Load: HS 20, Features Intersected: N & S RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.211, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 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: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 113, Location: 1.1 km S SR 67 (Lat: 40.231667, Lng: -85.348333), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 1986, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 6,394 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 9,010 (year 2026), Design Load: HS 20, Features Intersected: MUNCIE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.480, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 41.4 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: Somewhat better than minimum adequacy, 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 114, Location: 1.1 km S SR 67 (Lat: 40.231667, Lng: -85.350000), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 1986, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 6,394 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 9,010 (year 2026), Design Load: HS 20, Features Intersected: MUNCIE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.480, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 41.4 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: Equal to 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 115, Location: 4.6 km S SR 3 (Lat: 40.240000, Lng: -85.356667), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 1986, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 5,288 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 7,450 (year 2026), Design Load: HS 20, Features Intersected: SR 67 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.622, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 116, Location: 4.6 km S SR 3 (Lat: 40.240000, Lng: -85.358333), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 1986, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 5,288 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 7,450 (year 2026), Design Load: HS 20, Features Intersected: SR 67 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.622, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 117, Location: 1 km N SR 67 (Lat: 40.245000, Lng: -85.366667), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 6,427 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 9,056 (year 2026), Design Load: HS 20, Features Intersected: RAMP & N & S RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.636, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.2m (82.7ft), 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: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 118, Location: 1 km N SR 67 (Lat: 40.245000, Lng: -85.366667), Route carried "on" structure: US 35, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 6,427 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 9,056 (year 2026), Design Load: HS 20, Features Intersected: RAMP & N & S RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.636, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.2m (82.7ft), 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: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 10755, Location: 7.8 km W SR 3 (Lat: 40.181667, Lng: -85.425000), Route carried "on" structure: City street , Year Built: 1975, Year Reconstructed: 1998, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 13,260 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 18,683 (year 2026), Design Load: HS 20, Features Intersected: SR 32, CSX RR, & 8TH ST., Facility Carried by Structure: TILLOTSON AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.0m, Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1077, Location: 2.3 km W SR 3 (Lat: 40.193333, Lng: -85.365000), Route carried "on" structure: State highway 32, Year Built: 1935, Year Reconstructed: 1990, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 14,237 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 20,059 (year 2026), Design Load: H 20, Features Intersected: WHITE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.995, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Navigation Control: Yes ( Vertical Clearance: 3.6m (11.8ft), Horizontal Clearance: 17.6m (57.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 49.5 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 24165, Location: 5.8 km S SR 3 (Lat: 40.141667, Lng: -85.435000), Route carried "on" structure: Ramp State highway 67, Year Built: 1936, Year Reconstructed: 1988, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 4,816 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 6,787 (year 2026), Design Load: H 20, Features Intersected: NO NAME CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.395, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2417, Location: 5.8 km S SR 3 (Lat: 40.141667, Lng: -85.435000), Route carried "on" structure: State highway 67, Year Built: 1973, Year Reconstructed: 1986, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 7,065 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 9,954 (year 2026), Design Load: HS 20, Features Intersected: NO NAME CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.395, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 2418, Location: 5.8 km S SR 3 (Lat: 40.141667, Lng: -85.435000), Route carried "on" structure: State highway 67, Year Built: 1973, Year Reconstructed: 1986, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 7,065 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 9,954 (year 2026), Design Load: HS 20, Features Intersected: NO NAME CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.395, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 2419, Location: 5.8 km S SR 3 (Lat: 40.141667, Lng: -85.435000), Route carried "on" structure: Ramp State highway 67, Year Built: 1973, Year Reconstructed: 1986, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 3,253 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 4,583 (year 2026), Design Load: HS 20, Features Intersected: NO NAME CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.395, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 44.1 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 242, Location: 5.6 km S SR 3 (Lat: 40.143333, Lng: -85.433333), Route carried "on" structure: Ramp State highway 67, Year Built: 1973, Year Reconstructed: 2001, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 3,500 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 4,932 (year 2026), Design Load: HS 20, Features Intersected: SR 67 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.620, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.5m (90.2ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.4m (53.8ft) 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 2421, Location: 1 km S SR 3 (Lat: 40.143333, Lng: -85.378333), Route carried "on" structure: Ramp State highway , Year Built: 1973, Status: Open, Structure Length: 5.63m (18.47ft), Average Daily Traffic: 4,148 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 5,845 (year 2026), Design Load: HS 20, Features Intersected: SR 67, Facility Carried by Structure: OLD SR3(Walnut St) 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: 13.1m (43.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2422, Location: 0.8 km S SR 3 (Lat: 40.143333, Lng: -85.376667), Route carried "on" structure: State highway 67, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 5,244 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 7,389 (year 2026), Design Load: HS 20, Features Intersected: BUCK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.399, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 38.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 2423, Location: 0.8 km S SR 3 (Lat: 40.143333, Lng: -85.376667), Route carried "on" structure: State highway 67, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 5,244 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 7,389 (year 2026), Design Load: HS 20, Features Intersected: BUCK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.399, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), 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: 38.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 2424, Location: 2 km S US 35 (Lat: 40.146667, Lng: -85.368333), Route carried "on" structure: State highway 67, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 5,244 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 7,389 (year 2026), Design Load: HS 20, Features Intersected: SR 3 & SR 3X Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.252, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.7m (71.2ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 2425, Location: 2 km S US 35 (Lat: 40.146667, Lng: -85.368333), Route carried "on" structure: State highway 67, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 5,244 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 7,389 (year 2026), Design Load: HS 20, Features Intersected: SR 3 & SR 3X Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.252, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.7m (71.2ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1800042, Location: 0 km 390N 300W (Lat: 40.246514, Lng: -85.442836), Route carried "on" structure: City street 323, Year Built: 1984, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 1,298 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 1,720 (year 2025), Design Load: HS 20, Features Intersected: JAKES CREEK, Facility Carried by Structure: RD 300 W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 36.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $2,000, Total Project Cost: $6,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1800046, Location: 0 km 350N 385W (Lat: 40.240828, Lng: -85.460181), Route carried "on" structure: City street 178, Year Built: 1966, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 2,744 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 3,630 (year 2025), Design Load: HS 20, Features Intersected: EAGLE BRANCH CREEK, Facility Carried by Structure: RD 350 N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Poor, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $15,000, Total Project Cost: $30,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1800105, Location: 0 km 15N 400W (Lat: 40.194306, Lng: -85.195100), Route carried "on" structure: City street 35, Year Built: 1954, Year Reconstructed: 1975, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 7,000 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 9,200 (year 2025), Design Load: HS 20, Features Intersected: YORK PRAIRIE CREEK, Facility Carried by Structure: RD 400 W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 27.9 metric tons, Inventory Rating: 22.5 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $10,000, Total Project Cost: $80,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1800106, Location: 0 km 35N 500W (Lat: 40.199428, Lng: -85.480800), Route carried "on" structure: City street 841, Year Built: 1969, Year Reconstructed: 2001, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 3,273 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 4,250 (year 2025), Features Intersected: YORK PRAIRIE CREEK, Facility Carried by Structure: RD 500 W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 36.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $20,000, Total Project Cost: $40,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1800108, Location: 0 km 100S 715W (Lat: 40.178169, Lng: -85.522539), Route carried "on" structure: City street 136, Year Built: 1983, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 900 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 1,240 (year 2025), Design Load: HS 20, Features Intersected: YORK PRAIRIE CREEK, Facility Carried by Structure: RD 100 S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 37.8 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $3,000, Total Project Cost: $11,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1800112, Location: 0 km 240S 428W (Lat: 40.157403, Lng: -85.466986), Route carried "on" structure: City street 29, Year Built: 1961, Year Reconstructed: 1999, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 750 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 1,100 (year 2025), Features Intersected: BUCK CREEK, Facility Carried by Structure: RD 428 W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.65m (11.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $12,000, Total Project Cost: $22,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 180012, Location: 0 km 50S 675W (Lat: 40.185392, Lng: -85.514839), Route carried "on" structure: County highway 138, Year Built: 1996, Status: Posted for load-capacity, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 750 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 1,240 (year 2025), Design Load: HS 20, Features Intersected: YORK PRAIRIE CREEK, Facility Carried by Structure: RD 50 S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Roadway Improvement Cost: $2,000, Total Project Cost: $2,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1800122, Location: 0 km 60N 310W (Lat: 40.199939, Lng: -85.443083), Route carried "on" structure: City street 48, Year Built: 1989, Status: Open, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 5,705 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 7,600 (year 2025), Design Load: HS 20, Features Intersected: YORK PRAIRIE CREEK, Facility Carried by Structure: JACKSON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $5,000, Total Project Cost: $17,000 ( 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: 1800124, Location: 0 km 235S 310W (Lat: 40.156947, Lng: -85.446628), Route carried "on" structure: City street 39, Year Built: 1976, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 662 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 880 (year 2025), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: RD 325 W 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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.68m (12.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $2,000, Total Project Cost: $84,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1800148, Location: 0 km 150S 210W (Lat: 40.171128, Lng: -85.426644), Route carried "on" structure: City street 38, Year Built: 1968, Status: Open, Structure Length: 3.39m (11.12ft), Average Daily Traffic: 1,151 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 1,540 (year 2025), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: CORN BREAD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $12,000, Total Project Cost: $22,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1800149, Location: 0 km 200S 260W (Lat: 40.163842, Lng: -85.436914), Route carried "on" structure: City street 36, Year Built: 1977, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 1,341 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 1,770 (year 2025), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: 26TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.56m (11.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $30,000, Total Project Cost: $30,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Discuss this city on our hugely popular Indiana forum Back to: Muncie, IN, Indiana, All US cities.
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