Bridge Statistics for Straughn, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 85ft / 25.7mTotal length
- $350,000Total costs
- 113,609Total average daily traffic
- 41,199Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Straughn
- No street view available for this location
- New bridges - historical statistics
- 71960-1969
- 11970-1979
- 31980-1989
- 12000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 21990-1999
- Bridge Condition - Deck
- 12.5%Very good
- 62.5%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 12.5%Very good
- 62.5%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 12.5%Very good
- 75.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 44.4%Good
- 11.1%Satisfactory
- 44.4%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Fair
- 33.3%Poor
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Structure Number: 4317, Location: 02.28 E SR 103 (Lat: 39.852939, Lng: -85.310361), Route carried "on" structure: Alternate County highway , Year Built: 1964, Year Reconstructed: 1983, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 102 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2031), Design Load: HS 20, Features Intersected: I-70, Facility Carried by Structure: CR 400 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.0m (65.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4317, Location: 02.28 E SR 103 (Lat: 39.852939, Lng: -85.310361), Route carried "on" structure: Alternate County highway , Year Built: 1964, Year Reconstructed: 1983, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 102 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2031), Design Load: HS 20, Features Intersected: I-70, Facility Carried by Structure: CR 400 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.0m (65.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4318, Location: 04.42 E SR 103 (Lat: 39.851939, Lng: -85.270100), Route carried "on" structure: Interstate 70, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 2.61m (8.56ft), Average Daily Traffic: 18,703 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 34,000 (year 2031), Design Load: HS 20+Mod, Features Intersected: SYMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 209.585, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 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: 34.0 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4318, Location: 04.42 E SR 103 (Lat: 39.851939, Lng: -85.270100), Route carried "on" structure: Interstate 70, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 2.61m (8.56ft), Average Daily Traffic: 18,703 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 34,000 (year 2031), Design Load: HS 20+Mod, Features Intersected: SYMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 209.585, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 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: 34.0 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4319, Location: 04.42 E SR 103 (Lat: 39.852211, Lng: -85.270219), Route carried "on" structure: Interstate 70, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 2.61m (8.56ft), Average Daily Traffic: 18,703 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 34,000 (year 2031), Design Load: HS 20+Mod, Features Intersected: SYMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 209.585, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 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: 34.0 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4319, Location: 04.42 E SR 103 (Lat: 39.852211, Lng: -85.270219), Route carried "on" structure: Interstate 70, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 2.61m (8.56ft), Average Daily Traffic: 18,703 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 34,000 (year 2031), Design Load: HS 20+Mod, Features Intersected: SYMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 209.585, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 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: 34.0 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 43201, Location: 04.81 E SR 103 (Lat: 39.852100, Lng: -85.262819), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 2,266 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,765 (year 2038), Design Load: HL 93, Features Intersected: I-70, Facility Carried by Structure: WILBUR WRIGHT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.7m (74.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 59.3 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: 43.7 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 43201, Location: 04.81 E SR 103 (Lat: 39.852100, Lng: -85.262819), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 2,266 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,765 (year 2038), Design Load: HL 93, Features Intersected: I-70, Facility Carried by Structure: WILBUR WRIGHT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.7m (74.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 59.3 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: 43.7 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 3300128, Location: 00.25 E OF WILBUR WRIGHT (Lat: 39.831739, Lng: -85.256931), Route carried "on" structure: County highway 250, Year Built: 1982, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 400 (year 2039), Features Intersected: SYMONS CREEK, Facility Carried by Structure: CR 700S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 24.3 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: 18.5 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: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3300128, Location: 00.25 E OF WILBUR WRIGHT (Lat: 39.831739, Lng: -85.256931), Route carried "on" structure: County highway 250, Year Built: 1982, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 400 (year 2039), Features Intersected: SYMONS CREEK, Facility Carried by Structure: CR 700S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 24.3 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: 18.5 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: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3300134, Location: 00.10 S OF I-70 (Lat: 39.849200, Lng: -85.262819), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 2,225 (year 2019), Truck Traffic: 50%, Average Future Daily Traffic: 4,000 (year 2039), Design Load: HS 20, Features Intersected: SYMONS CREEK, Facility Carried by Structure: WILBUR WRIGHT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3300134, Location: 00.10 S OF I-70 (Lat: 39.849200, Lng: -85.262819), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 2,225 (year 2019), Truck Traffic: 50%, Average Future Daily Traffic: 4,000 (year 2039), Design Load: HS 20, Features Intersected: SYMONS CREEK, Facility Carried by Structure: WILBUR WRIGHT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3300135, Location: 00.40 N OF US 40 (Lat: 39.818231, Lng: -85.262631), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,250 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,750 (year 2039), Design Load: HS 20, Features Intersected: BRANCH OF SYMONS CREEK, Facility Carried by Structure: WILBURWRIGHT ROAD
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: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 22.0 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: 16.5 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: Meets minimum limits, 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: July 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3300135, Location: 00.40 N OF US 40 (Lat: 39.818231, Lng: -85.262631), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,250 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,750 (year 2039), Design Load: HS 20, Features Intersected: BRANCH OF SYMONS CREEK, Facility Carried by Structure: WILBURWRIGHT ROAD
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: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 22.0 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: 16.5 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: Meets minimum limits, 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: July 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330014, Location: 00.75 W OF DUBLIN PIKE (Lat: 39.846269, Lng: -85.256419), Route carried "on" structure: County highway 16, Year Built: 1980, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2042), Features Intersected: SYMONS CREEK, Facility Carried by Structure: CR 600S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 41.1 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: 31.8 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $125,000, Total Project Cost: $350,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330014, Location: 00.75 W OF DUBLIN PIKE (Lat: 39.846269, Lng: -85.256419), Route carried "on" structure: County highway 16, Year Built: 1980, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2042), Features Intersected: SYMONS CREEK, Facility Carried by Structure: CR 600S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 41.1 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: 31.8 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $125,000, Total Project Cost: $350,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3300164, Location: 00.25 W OF CR 425 E (Lat: 39.787469, Lng: -85.309639), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 200 (year 2039), Features Intersected: GLIDDEN DITCH, Facility Carried by Structure: COUNTY LINE RD
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: 14.0m (45.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3300164, Location: 00.25 W OF CR 425 E (Lat: 39.787469, Lng: -85.309639), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 200 (year 2039), Features Intersected: GLIDDEN DITCH, Facility Carried by Structure: COUNTY LINE RD
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: 14.0m (45.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7000059, Location: 00.30 S OF CR 1100 N (Lat: 39.767919, Lng: -85.301461), Route carried "on" structure: County highway 71, Year Built: 1968, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 325 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 425 (year 2039), Design Load: HS 20, Features Intersected: BRANCH OF SHAWNEE CREEK, Facility Carried by Structure: CR 800E
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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.5m (34.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7000059, Location: 00.30 S OF CR 1100 N (Lat: 39.767919, Lng: -85.301461), Route carried "on" structure: County highway 71, Year Built: 1968, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 325 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 425 (year 2039), Design Load: HS 20, Features Intersected: BRANCH OF SHAWNEE CREEK, Facility Carried by Structure: CR 800E
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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.5m (34.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 700019, Location: 00.40 W OF CR 800 E (Lat: 39.758661, Lng: -85.309389), Route carried "on" structure: County highway 1000, Year Built: 1965, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2035), Features Intersected: BRANCH OF SHAWNEE CREEK
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: 7.6m (24.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 700019, Location: 00.40 W OF CR 800 E (Lat: 39.758661, Lng: -85.309389), Route carried "on" structure: County highway 1000, Year Built: 1965, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2035), Features Intersected: BRANCH OF SHAWNEE CREEK
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: 7.6m (24.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4317, Location: 02.28 E SR-103 (Lat: 39.852939, Lng: -85.310361), Route carried "under" structure: Interstate 70, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 18,005 (year 2006), Truck Traffic: 49%, Features Intersected: I-70 WBL, Facility Carried by Structure: CR 400E
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 206.141, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.0m (65.6ft)
Structure Number: 4317, Location: 02.28 E SR-103 (Lat: 39.852939, Lng: -85.310361), Route carried "under" structure: Interstate 70, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 18,005 (year 2006), Truck Traffic: 49%, Features Intersected: I-70 WBL, Facility Carried by Structure: CR 400E
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 206.141, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.0m (65.6ft)
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Structure Number: 4317, Location: 02.28 E SR-103 (Lat: 39.852939, Lng: -85.310361), Route carried "under" structure: Interstate 70, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 18,005 (year 2006), Truck Traffic: 49%, Features Intersected: I-70 EBL, Facility Carried by Structure: CR 400E
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 206.141, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.0m (65.6ft)
Structure Number: 4317, Location: 02.28 E SR-103 (Lat: 39.852939, Lng: -85.310361), Route carried "under" structure: Interstate 70, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 18,005 (year 2006), Truck Traffic: 49%, Features Intersected: I-70 EBL, Facility Carried by Structure: CR 400E
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 206.141, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.0m (65.6ft)
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Structure Number: 43201, Location: 04.81 E SR 103 (Lat: 39.852100, Lng: -85.262819), Route carried "under" structure: Interstate 70, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 16,700 (year 2017), Truck Traffic: 55%, Features Intersected: I-70 WBL, Facility Carried by Structure: WILBUR WRIGHT RD
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 210.213, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft)
Structure Number: 43201, Location: 04.81 E SR 103 (Lat: 39.852100, Lng: -85.262819), Route carried "under" structure: Interstate 70, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 16,700 (year 2017), Truck Traffic: 55%, Features Intersected: I-70 WBL, Facility Carried by Structure: WILBUR WRIGHT RD
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 210.213, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft)
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Structure Number: 43201, Location: 04.81 E SR 103 (Lat: 39.852100, Lng: -85.262819), Route carried "under" structure: Interstate 70, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 16,700 (year 2017), Truck Traffic: 55%, Features Intersected: I-70 EBL, Facility Carried by Structure: WILBUR WRIGHT RD
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 210.213, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft)
Structure Number: 43201, Location: 04.81 E SR 103 (Lat: 39.852100, Lng: -85.262819), Route carried "under" structure: Interstate 70, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 16,700 (year 2017), Truck Traffic: 55%, Features Intersected: I-70 EBL, Facility Carried by Structure: WILBUR WRIGHT RD
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 210.213, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft)