Bridge Statistics for Leo-Cedarville, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 105ft / 31.9mTotal length
- $1,200,000Total costs
- 55,795Total average daily traffic
- 3,668Total average daily truck traffic
- 99,168Total future (year 2034) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Leo-Cedarville
- No street view available for this location
- New bridges - historical statistics
- 41970-1979
- 11980-1989
- 61990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 7.1%Very good
- 50.0%Good
- 35.7%Satisfactory
- 7.1%Fair
- Bridge Condition - Superstructure
- 14.3%Very good
- 42.9%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 14.3%Very good
- 57.1%Good
- 28.6%Satisfactory
- Bridge Condition - Channel
- 7.1%Very good
- 50.0%Good
- 42.9%Satisfactory
Find on map >> Show street view
Structure Number: 44, Location: 02.50 N I-69 (Lat: 41.190461, Lng: -85.062331), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 2.33m (7.64ft), Average Daily Traffic: 10,542 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 20,961 (year 2034), Design Load: HS 20, Features Intersected: ELY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44, Location: 02.50 N I-69 (Lat: 41.190461, Lng: -85.062331), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 2.33m (7.64ft), Average Daily Traffic: 10,542 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 20,961 (year 2034), Design Load: HS 20, Features Intersected: ELY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 45, Location: 04.56 N I-69 (Lat: 41.202769, Lng: -85.027369), Route carried "on" structure: State highway 1, Year Built: 1995, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 10,542 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 20,961 (year 2034), Design Load: HS 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.339, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45, Location: 04.56 N I-69 (Lat: 41.202769, Lng: -85.027369), Route carried "on" structure: State highway 1, Year Built: 1995, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 10,542 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 20,961 (year 2034), Design Load: HS 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.339, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 514, Location: 05.85 E I-69 (Lat: 41.216569, Lng: -85.015639), Route carried "on" structure: State highway 1, Year Built: 2016, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 7,459 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 14,525 (year 2035), Design Load: HL 93, Features Intersected: NETTLEHORST DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.495, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 514, Location: 05.85 E I-69 (Lat: 41.216569, Lng: -85.015639), Route carried "on" structure: State highway 1, Year Built: 2016, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 7,459 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 14,525 (year 2035), Design Load: HL 93, Features Intersected: NETTLEHORST DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.495, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 200025, Location: 00.50 N ST JOE ROAD (Lat: 41.197861, Lng: -85.025131), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 7,500 (year 2036), Design Load: HS 20, Features Intersected: ST JOSEPH RIVER, Facility Carried by Structure: HALTER RD
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 7.13m (23.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: August 2017, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $600,000, Total Project Cost: $800,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 200025, Location: 00.50 N ST JOE ROAD (Lat: 41.197861, Lng: -85.025131), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 7,500 (year 2036), Design Load: HS 20, Features Intersected: ST JOSEPH RIVER, Facility Carried by Structure: HALTER RD
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 7.13m (23.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: August 2017, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $600,000, Total Project Cost: $800,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 200026, Location: 00.30 E PUFF ROAD (Lat: 41.215231, Lng: -85.051311), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 271 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 405 (year 2038), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: HURSH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), 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: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
Structure Number: 200026, Location: 00.30 E PUFF ROAD (Lat: 41.215231, Lng: -85.051311), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 271 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 405 (year 2038), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: HURSH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), 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: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
Find on map >> Show street view
Structure Number: 200027, Location: 00.30 W LOCHNER ROAD (Lat: 41.255819, Lng: -85.011350), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 244 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 364 (year 2038), Features Intersected: CARNAHAN DITCH, Facility Carried by Structure: GARMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200027, Location: 00.30 W LOCHNER ROAD (Lat: 41.255819, Lng: -85.011350), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 244 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 364 (year 2038), Features Intersected: CARNAHAN DITCH, Facility Carried by Structure: GARMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 200028, Location: 00.30 N HURSH ROAD (Lat: 41.218631, Lng: -85.076681), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 10,550 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 17,750 (year 2034), Features Intersected: CEDAR CREEK, Facility Carried by Structure: TONKEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200028, Location: 00.30 N HURSH ROAD (Lat: 41.218631, Lng: -85.076681), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 10,550 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 17,750 (year 2034), Features Intersected: CEDAR CREEK, Facility Carried by Structure: TONKEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 2004, Location: 00.20 W AMSTUTZ ROAD (Lat: 41.217039, Lng: -85.022589), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 244 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 364 (year 2038), Design Load: HS 20, Features Intersected: BEIGHTLE-NETTLEHORST DTC, Facility Carried by Structure: SETTLERS TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 91.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2004, Location: 00.20 W AMSTUTZ ROAD (Lat: 41.217039, Lng: -85.022589), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 244 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 364 (year 2038), Design Load: HS 20, Features Intersected: BEIGHTLE-NETTLEHORST DTC, Facility Carried by Structure: SETTLERS TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 91.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 200401, Location: 00.30 S HOSLER ROAD (Lat: 41.218181, Lng: -85.018881), Route carried "on" structure: County highway , Year Built: 1996, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,400 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 9,625 (year 2034), Design Load: HS 20, Features Intersected: BEIGHTLE-NETTLEHORST DTC, Facility Carried by Structure: AMSTUTZ RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
Structure Number: 200401, Location: 00.30 S HOSLER ROAD (Lat: 41.218181, Lng: -85.018881), Route carried "on" structure: County highway , Year Built: 1996, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,400 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 9,625 (year 2034), Design Load: HS 20, Features Intersected: BEIGHTLE-NETTLEHORST DTC, Facility Carried by Structure: AMSTUTZ RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
Find on map >> Show street view
Structure Number: 200611, Location: 00.40 E HALTER ROAD (Lat: 41.222869, Lng: -85.031989), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 3,525 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 5,275 (year 2034), Design Load: HS 20, Features Intersected: BEIGHTLE-NETTLEHORST DIT, Facility Carried by Structure: HOSLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
Structure Number: 200611, Location: 00.40 E HALTER ROAD (Lat: 41.222869, Lng: -85.031989), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 3,525 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 5,275 (year 2034), Design Load: HS 20, Features Intersected: BEIGHTLE-NETTLEHORST DIT, Facility Carried by Structure: HOSLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
Find on map >> Show street view
Structure Number: 200616, Location: 01.25 N SR 1 (Lat: 41.264519, Lng: -84.972061), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 135 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 202 (year 2038), Design Load: HS 20, Features Intersected: METCALF DITCH, Facility Carried by Structure: MCNABB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
Structure Number: 200616, Location: 01.25 N SR 1 (Lat: 41.264519, Lng: -84.972061), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 135 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 202 (year 2038), Design Load: HS 20, Features Intersected: METCALF DITCH, Facility Carried by Structure: MCNABB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
Find on map >> Show street view
Structure Number: 200623, Location: 00.15 E CHERRY STREET (Lat: 41.205339, Lng: -85.017539), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 208 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 311 (year 2038), Features Intersected: CEDARVILLE RESERVOIR TRI, Facility Carried by Structure: LAKEVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 93.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 85.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200623, Location: 00.15 E CHERRY STREET (Lat: 41.205339, Lng: -85.017539), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 208 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 311 (year 2038), Features Intersected: CEDARVILLE RESERVOIR TRI, Facility Carried by Structure: LAKEVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 93.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 85.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1700127, Location: 01.50 W CR 39 (Lat: 41.266411, Lng: -85.028981), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 375 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 525 (year 2040), Design Load: HS 20, Features Intersected: HILKEY DITCH, Facility Carried by Structure: S COUNTY LINE RD
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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1700127, Location: 01.50 W CR 39 (Lat: 41.266411, Lng: -85.028981), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 375 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 525 (year 2040), Design Load: HS 20, Features Intersected: HILKEY DITCH, Facility Carried by Structure: S COUNTY LINE RD
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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1700128, Location: 00.50 E OF CR 39 (Lat: 41.267039, Lng: -84.991219), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: METCALF DITCH, Facility Carried by Structure: S COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 8.1m (26.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1700128, Location: 00.50 E OF CR 39 (Lat: 41.267039, Lng: -84.991219), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: METCALF DITCH, Facility Carried by Structure: S COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 8.1m (26.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous