Bridge Statistics for Van Buren, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 131ft / 39.6mTotal length
- $450,000Total costs
- 69,703Total average daily traffic
- 20,806Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Van Buren
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 21950-1959
- 91960-1969
- 11970-1979
- 21980-1989
- 41990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 21980-1989
- 21990-1999
- 22000-2009
- Bridge Condition - Deck
- 5.9%Very good
- 35.3%Good
- 41.2%Satisfactory
- 17.6%Fair
- Bridge Condition - Superstructure
- 5.9%Very good
- 35.3%Good
- 41.2%Satisfactory
- 17.6%Fair
- Bridge Condition - Substructure
- 5.9%Very good
- 17.6%Good
- 58.8%Satisfactory
- 17.6%Fair
- Bridge Condition - Channel
- 12.5%Very good
- 31.3%Good
- 43.8%Satisfactory
- 12.5%Fair
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Structure Number: 1506, Location: 03.21 N SR 18 (Lat: 40.599839, Lng: -85.504700), Route carried "on" structure: State highway 5, Year Built: 1957, Year Reconstructed: 1993, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 1,798 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,050 (year 2029), Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.229, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.0 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: 35.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1506, Location: 03.21 N SR 18 (Lat: 40.599839, Lng: -85.504700), Route carried "on" structure: State highway 5, Year Built: 1957, Year Reconstructed: 1993, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 1,798 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,050 (year 2029), Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.229, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.0 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: 35.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1507, Location: 03.71 N SR 18 (Lat: 40.607011, Lng: -85.504761), Route carried "on" structure: State highway 5, Year Built: 1995, Status: Open, Structure Length: 2.58m (8.46ft), Average Daily Traffic: 2,144 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 6,050 (year 2034), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.033, Lanes on structure: 2, Owner: State 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: 9.8m (32.2ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 35.0 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: 26.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1507, Location: 03.71 N SR 18 (Lat: 40.607011, Lng: -85.504761), Route carried "on" structure: State highway 5, Year Built: 1995, Status: Open, Structure Length: 2.58m (8.46ft), Average Daily Traffic: 2,144 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 6,050 (year 2034), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.033, Lanes on structure: 2, Owner: State 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: 9.8m (32.2ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 35.0 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: 26.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1509, Location: 01.44 S SR 218 (Lat: 40.646189, Lng: -85.505669), Route carried "on" structure: State highway 5, Year Built: 1996, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,050 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 2,311 (year 2034), Design Load: HS 20, Features Intersected: LITTLE BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.411, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Inspection Date: August 2020
Structure Number: 1509, Location: 01.44 S SR 218 (Lat: 40.646189, Lng: -85.505669), Route carried "on" structure: State highway 5, Year Built: 1996, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,050 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 2,311 (year 2034), Design Load: HS 20, Features Intersected: LITTLE BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.411, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Inspection Date: August 2020
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Structure Number: 3985, Location: 01.72 S SR 5 (Lat: 40.645500, Lng: -85.510100), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2013, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 14,276 (year 2019), Truck Traffic: 35%, Average Future Daily Traffic: 20,488 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 436.100, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 87.5 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: 67.4 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: Better than 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3985, Location: 01.72 S SR 5 (Lat: 40.645500, Lng: -85.510100), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2013, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 14,276 (year 2019), Truck Traffic: 35%, Average Future Daily Traffic: 20,488 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 436.100, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 87.5 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: 67.4 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: Better than 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3986, Location: 01.72 S SR 5 (Lat: 40.645461, Lng: -85.510511), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2013, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 15,281 (year 2019), Truck Traffic: 35%, Average Future Daily Traffic: 20,488 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 436.100, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.5 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: 67.4 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: Better than present minimum criteria, Deck Geometry: Better than 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3986, Location: 01.72 S SR 5 (Lat: 40.645461, Lng: -85.510511), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 2013, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 15,281 (year 2019), Truck Traffic: 35%, Average Future Daily Traffic: 20,488 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 436.100, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.5 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: 67.4 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: Better than present minimum criteria, Deck Geometry: Better than 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3987, Location: 04.68 S SR 5 (Lat: 40.667950, Lng: -85.493469), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 1996, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 14,632 (year 2019), Truck Traffic: 37%, Average Future Daily Traffic: 20,488 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 5 & SR 218
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 438.868, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.2 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: 48.6 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 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3987, Location: 04.68 S SR 5 (Lat: 40.667950, Lng: -85.493469), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 1996, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 14,632 (year 2019), Truck Traffic: 37%, Average Future Daily Traffic: 20,488 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 5 & SR 218
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 438.868, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.2 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: 48.6 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 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3988, Location: 04.68 S SR 5 (Lat: 40.667931, Lng: -85.493831), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 1996, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 13,066 (year 2019), Truck Traffic: 31%, Average Future Daily Traffic: 20,488 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 5 & SR 218
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 438.868, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.2 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: 48.6 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: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3988, Location: 04.68 S SR 5 (Lat: 40.667931, Lng: -85.493831), Route carried "on" structure: Interstate 69, Year Built: 1963, Year Reconstructed: 1996, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 13,066 (year 2019), Truck Traffic: 31%, Average Future Daily Traffic: 20,488 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 5 & SR 218
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 438.868, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.2 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: 48.6 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: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2700025, Location: 01.50 E SR 5 (Lat: 40.610650, Lng: -85.475819), Route carried "on" structure: County highway 188, Year Built: 1965, Status: Posted for load, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 420 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 640 (year 2041), Features Intersected: SWEETSER DITCH, Facility Carried by Structure: CR 400N
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $175,000, Total Project Cost: $450,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2700025, Location: 01.50 E SR 5 (Lat: 40.610650, Lng: -85.475819), Route carried "on" structure: County highway 188, Year Built: 1965, Status: Posted for load, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 420 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 640 (year 2041), Features Intersected: SWEETSER DITCH, Facility Carried by Structure: CR 400N
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $175,000, Total Project Cost: $450,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2700027, Location: 01.95 N SR 18 (Lat: 40.580089, Lng: -85.466311), Route carried "on" structure: County highway 71, Year Built: 1940, Year Reconstructed: 1987, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 170 (year 2041), Design Load: HS 20, Features Intersected: BLACK CREEK-PRAIRIE BR, Facility Carried by Structure: CR 1100E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2700027, Location: 01.95 N SR 18 (Lat: 40.580089, Lng: -85.466311), Route carried "on" structure: County highway 71, Year Built: 1940, Year Reconstructed: 1987, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 170 (year 2041), Design Load: HS 20, Features Intersected: BLACK CREEK-PRAIRIE BR, Facility Carried by Structure: CR 1100E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2700028, Location: 01.60 N CR 400 N (Lat: 40.633811, Lng: -85.467489), Route carried "on" structure: County highway 71, Year Built: 1972, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 170 (year 2041), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: CR 1100E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2700028, Location: 01.60 N CR 400 N (Lat: 40.633811, Lng: -85.467489), Route carried "on" structure: County highway 71, Year Built: 1972, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 170 (year 2041), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: CR 1100E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 270003, Location: 00.84 N CR 400 N (Lat: 40.622539, Lng: -85.486219), Route carried "on" structure: County highway 1000, Year Built: 1962, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 170 (year 2041), Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.3m (27.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 270003, Location: 00.84 N CR 400 N (Lat: 40.622539, Lng: -85.486219), Route carried "on" structure: County highway 1000, Year Built: 1962, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 170 (year 2041), Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.3m (27.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2700032, Location: 02.46 N SR 18 (Lat: 40.587561, Lng: -85.485481), Route carried "on" structure: County highway 1000, Year Built: 1960, Status: Closed, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 160 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 240 (year 2041), Design Load: HS 15, Features Intersected: BLACK CREEK-PRAIRIE BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.3m (17.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2700032, Location: 02.46 N SR 18 (Lat: 40.587561, Lng: -85.485481), Route carried "on" structure: County highway 1000, Year Built: 1960, Status: Closed, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 160 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 240 (year 2041), Design Load: HS 15, Features Intersected: BLACK CREEK-PRAIRIE BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.3m (17.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2700033, Location: 00.70 E SR 5 (Lat: 40.595811, Lng: -85.491111), Route carried "on" structure: County highway 192, Year Built: 1990, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 180 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 280 (year 2041), Design Load: HS 20, Features Intersected: BLACK CREEK-PRAIRIE BR, Facility Carried by Structure: CR 300N
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2700033, Location: 00.70 E SR 5 (Lat: 40.595811, Lng: -85.491111), Route carried "on" structure: County highway 192, Year Built: 1990, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 180 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 280 (year 2041), Design Load: HS 20, Features Intersected: BLACK CREEK-PRAIRIE BR, Facility Carried by Structure: CR 300N
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2700034, Location: 01.80 N CR 400 N (Lat: 40.636989, Lng: -85.458131), Route carried "on" structure: County highway 77, Year Built: 1950, Year Reconstructed: 1973, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 170 (year 2041), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: CR 1150E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2700034, Location: 01.80 N CR 400 N (Lat: 40.636989, Lng: -85.458131), Route carried "on" structure: County highway 77, Year Built: 1950, Year Reconstructed: 1973, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 170 (year 2041), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: CR 1150E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2700035, Location: 01.36 E SR 5 (Lat: 40.625089, Lng: -85.479161), Route carried "on" structure: County highway 82, Year Built: 1985, Status: Open, Structure Length: 1.96m (6.43ft), Average Daily Traffic: 260 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: CR 500N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.6m (28.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2700035, Location: 01.36 E SR 5 (Lat: 40.625089, Lng: -85.479161), Route carried "on" structure: County highway 82, Year Built: 1985, Status: Open, Structure Length: 1.96m (6.43ft), Average Daily Traffic: 260 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: CR 500N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.6m (28.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2700036, Location: 00.22 E SR 5 (Lat: 40.610281, Lng: -85.500700), Route carried "on" structure: County highway 188, Year Built: 2001, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 470 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 720 (year 2041), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: CR 400N
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: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), 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: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 39.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2700036, Location: 00.22 E SR 5 (Lat: 40.610281, Lng: -85.500700), Route carried "on" structure: County highway 188, Year Built: 2001, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 470 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 720 (year 2041), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: CR 400N
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: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), 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: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 39.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2700037, Location: 00.54 E SR 5 (Lat: 40.617531, Lng: -85.494611), Route carried "on" structure: County highway 500, Year Built: 1989, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 120 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 180 (year 2041), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: CR 450N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 32.1 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: 24.6 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 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2700037, Location: 00.54 E SR 5 (Lat: 40.617531, Lng: -85.494611), Route carried "on" structure: County highway 500, Year Built: 1989, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 120 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 180 (year 2041), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: CR 450N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 32.1 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: 24.6 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 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2700038, Location: 01.86 E SR 5 (Lat: 40.581600, Lng: -85.469081), Route carried "on" structure: County highway 452, Year Built: 1995, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 470 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 720 (year 2041), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: CR 200N
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2700038, Location: 01.86 E SR 5 (Lat: 40.581600, Lng: -85.469081), Route carried "on" structure: County highway 452, Year Built: 1995, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 470 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 720 (year 2041), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: CR 200N
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3987, Location: 04.68 S SR 5 (Lat: 40.667950, Lng: -85.493478), Route carried "under" structure: State highway 5, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 1,169 (year 2019), Truck Traffic: 10%, Features Intersected: SR 5 & SR 218, Facility Carried by Structure: I-69 NB
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 2.929, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.7m (54.8ft)
Structure Number: 3987, Location: 04.68 S SR 5 (Lat: 40.667950, Lng: -85.493478), Route carried "under" structure: State highway 5, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 1,169 (year 2019), Truck Traffic: 10%, Features Intersected: SR 5 & SR 218, Facility Carried by Structure: I-69 NB
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 2.929, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.7m (54.8ft)
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Structure Number: 3988, Location: 04.68 S SR 5 (Lat: 40.667931, Lng: -85.493836), Route carried "under" structure: State highway 5, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 3,767 (year 2019), Truck Traffic: 8%, Features Intersected: SR 5 & SR 218, Facility Carried by Structure: I-69 SB
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 2.913, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.7m (54.8ft)
Structure Number: 3988, Location: 04.68 S SR 5 (Lat: 40.667931, Lng: -85.493836), Route carried "under" structure: State highway 5, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 3,767 (year 2019), Truck Traffic: 8%, Features Intersected: SR 5 & SR 218, Facility Carried by Structure: I-69 SB
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 2.913, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.7m (54.8ft)