Bridge Statistics for East Germantown, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 194ft / 59.2mTotal length
- $887,000Total costs
- 151,837Total average daily traffic
- 16,515Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for East Germantown
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21920-1929
- 21950-1959
- 81960-1969
- 21970-1979
- 11980-1989
- 21990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- 61990-1999
- Bridge Condition - Deck
- 76.9%Good
- 7.7%Fair
- 15.4%Poor
- Bridge Condition - Superstructure
- 7.1%Very good
- 57.1%Good
- 7.1%Satisfactory
- 21.4%Fair
- 7.1%Poor
- Bridge Condition - Substructure
- 14.3%Very good
- 35.7%Good
- 35.7%Satisfactory
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 26.7%Good
- 53.3%Satisfactory
- 6.7%Fair
- 13.3%Poor
- Bridge Condition - Culverts
- 66.7%Satisfactory
- 33.3%Fair
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Structure Number: 1409, Location: 00.38 E SR 1 (Lat: 39.813111, Lng: -85.147869), Route carried "on" structure: US 40, Year Built: 1997, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 9,328 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 16,000 (year 2031), Design Load: HS 20, Features Intersected: MARTINDALE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.8 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: 31.4 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1409, Location: 00.38 E SR 1 (Lat: 39.813111, Lng: -85.147869), Route carried "on" structure: US 40, Year Built: 1997, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 9,328 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 16,000 (year 2031), Design Load: HS 20, Features Intersected: MARTINDALE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.8 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: 31.4 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 141, Location: 01.28 E SR 1 (Lat: 39.813289, Lng: -85.131211), Route carried "on" structure: US 40, Year Built: 1925, Year Reconstructed: 1954, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 8,574 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 14,232 (year 2030), Design Load: H 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.886, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 141, Location: 01.28 E SR 1 (Lat: 39.813289, Lng: -85.131211), Route carried "on" structure: US 40, Year Built: 1925, Year Reconstructed: 1954, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 8,574 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 14,232 (year 2030), Design Load: H 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.886, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 1412, Location: 03.83 E SR 1 (Lat: 39.814661, Lng: -85.082989), Route carried "on" structure: US 40, Year Built: 1925, Year Reconstructed: 1987, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 8,574 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 14,232 (year 2030), Design Load: H 20, Features Intersected: GREENS FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.990, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: November 2020
Structure Number: 1412, Location: 03.83 E SR 1 (Lat: 39.814661, Lng: -85.082989), Route carried "on" structure: US 40, Year Built: 1925, Year Reconstructed: 1987, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 8,574 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 14,232 (year 2030), Design Load: H 20, Features Intersected: GREENS FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.990, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: November 2020
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Structure Number: 4334, Location: 00.51 E SR 1 (Lat: 39.852731, Lng: -85.134769), Route carried "on" structure: Interstate 70, Year Built: 1962, Year Reconstructed: 2001, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 20,025 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 37,000 (year 2031), Design Load: HS 20, Features Intersected: MARTINDALE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 221.172, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.5 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4334, Location: 00.51 E SR 1 (Lat: 39.852731, Lng: -85.134769), Route carried "on" structure: Interstate 70, Year Built: 1962, Year Reconstructed: 2001, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 20,025 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 37,000 (year 2031), Design Load: HS 20, Features Intersected: MARTINDALE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 221.172, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.5 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4335, Location: 00.51 E SR 1 (Lat: 39.852969, Lng: -85.134761), Route carried "on" structure: Interstate 70, Year Built: 1962, Year Reconstructed: 2001, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 20,025 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 36,265 (year 2029), Design Load: HS 20, Features Intersected: MARTINDALE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 221.172, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.6 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: 29.2 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: 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4335, Location: 00.51 E SR 1 (Lat: 39.852969, Lng: -85.134761), Route carried "on" structure: Interstate 70, Year Built: 1962, Year Reconstructed: 2001, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 20,025 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 36,265 (year 2029), Design Load: HS 20, Features Intersected: MARTINDALE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 221.172, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.6 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: 29.2 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: 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4336, Location: 02.07 E SR 1 (Lat: 39.853681, Lng: -85.105600), Route carried "on" structure: Interstate 70, Year Built: 1962, Year Reconstructed: 2001, Status: Open, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 20,025 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 37,000 (year 2031), Design Load: HS 20, Features Intersected: JACKSONBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 223.683, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4336, Location: 02.07 E SR 1 (Lat: 39.853681, Lng: -85.105600), Route carried "on" structure: Interstate 70, Year Built: 1962, Year Reconstructed: 2001, Status: Open, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 20,025 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 37,000 (year 2031), Design Load: HS 20, Features Intersected: JACKSONBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 223.683, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 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: 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: 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: 4337, Location: 02.07 E SR 1 (Lat: 39.853919, Lng: -85.105611), Route carried "on" structure: Interstate 70, Year Built: 1962, Year Reconstructed: 2001, Status: Open, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 20,025 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 36,265 (year 2029), Design Load: HS 20, Features Intersected: JACKSONBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 223.683, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4337, Location: 02.07 E SR 1 (Lat: 39.853919, Lng: -85.105611), Route carried "on" structure: Interstate 70, Year Built: 1962, Year Reconstructed: 2001, Status: Open, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 20,025 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 36,265 (year 2029), Design Load: HS 20, Features Intersected: JACKSONBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 223.683, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 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: 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: 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: 4338, Location: 02.44 E SR 1 (Lat: 39.853961, Lng: -85.098739), Route carried "on" structure: Interstate 70, Year Built: 1962, Year Reconstructed: 2001, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 20,025 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 37,000 (year 2031), Design Load: HS 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 224.278, Lanes on structure: 2, 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 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: 31.1 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4338, Location: 02.44 E SR 1 (Lat: 39.853961, Lng: -85.098739), Route carried "on" structure: Interstate 70, Year Built: 1962, Year Reconstructed: 2001, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 20,025 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 37,000 (year 2031), Design Load: HS 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 224.278, Lanes on structure: 2, 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 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: 31.1 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 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: 4339, Location: 02.44 E SR 1 (Lat: 39.854200, Lng: -85.098569), Route carried "on" structure: Interstate 70, Year Built: 1962, Year Reconstructed: 2001, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 20,025 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 37,000 (year 2031), Design Load: HS 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 224.278, Lanes on structure: 2, 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.5 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: 31.1 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4339, Location: 02.44 E SR 1 (Lat: 39.854200, Lng: -85.098569), Route carried "on" structure: Interstate 70, Year Built: 1962, Year Reconstructed: 2001, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 20,025 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 37,000 (year 2031), Design Load: HS 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 224.278, Lanes on structure: 2, 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.5 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: 31.1 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 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: 80024, Location: 04.10 E SR 1 (Lat: 39.814681, Lng: -85.077919), Route carried "on" structure: ServiceOther road 40, Year Built: 2012, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 263 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2030), Design Load: HL 93, Features Intersected: HISER CREEK, Facility Carried by Structure: HISER STATION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.424, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Satisfactory, 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 minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 80024, Location: 04.10 E SR 1 (Lat: 39.814681, Lng: -85.077919), Route carried "on" structure: ServiceOther road 40, Year Built: 2012, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 263 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2030), Design Load: HL 93, Features Intersected: HISER CREEK, Facility Carried by Structure: HISER STATION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.424, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Satisfactory, 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 minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 8900054, Location: 00.30 E of JACKSONBURG Rd (Lat: 39.851089, Lng: -85.100400), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 438 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 591 (year 2036), Design Load: HS 20, Features Intersected: DRY Branch CREEK, Facility Carried by Structure: KEPLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.9m (19.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8900054, Location: 00.30 E of JACKSONBURG Rd (Lat: 39.851089, Lng: -85.100400), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 438 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 591 (year 2036), Design Load: HS 20, Features Intersected: DRY Branch CREEK, Facility Carried by Structure: KEPLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.9m (19.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8900058, Location: 00.30 E of WISE Rd (Lat: 39.787100, Lng: -85.122961), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 536 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 723 (year 2036), Design Load: H 20, Features Intersected: FRANKLIN CREEK, Facility Carried by Structure: MILTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8900058, Location: 00.30 E of WISE Rd (Lat: 39.787100, Lng: -85.122961), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 536 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 723 (year 2036), Design Load: H 20, Features Intersected: FRANKLIN CREEK, Facility Carried by Structure: MILTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8900059, Location: 00.20 E of SWALLOW Rd (Lat: 39.794589, Lng: -85.085531), Route carried "on" structure: Alternate County highway , Year Built: 1909, Status: Posted for load, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 146 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 197 (year 2036), Features Intersected: GREENS FORK, Facility Carried by Structure: SAMPLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 31.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $707,000, Roadway Improvement Cost: $180,000, Total Project Cost: $887,000 ( Estimate for 2020)
Structure Number: 8900059, Location: 00.20 E of SWALLOW Rd (Lat: 39.794589, Lng: -85.085531), Route carried "on" structure: Alternate County highway , Year Built: 1909, Status: Posted for load, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 146 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 197 (year 2036), Features Intersected: GREENS FORK, Facility Carried by Structure: SAMPLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 31.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $707,000, Roadway Improvement Cost: $180,000, Total Project Cost: $887,000 ( Estimate for 2020)
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Structure Number: 8900094, Location: 00.40 N of BERSTCH Rd (Lat: 39.802761, Lng: -85.136539), Route carried "on" structure: Alternate County highway , Year Built: 1971, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 626 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 844 (year 2036), Design Load: HS 20, Features Intersected: DRY BRANCH CREEK, Facility Carried by Structure: GERMANTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8900094, Location: 00.40 N of BERSTCH Rd (Lat: 39.802761, Lng: -85.136539), Route carried "on" structure: Alternate County highway , Year Built: 1971, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 626 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 844 (year 2036), Design Load: HS 20, Features Intersected: DRY BRANCH CREEK, Facility Carried by Structure: GERMANTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8900095, Location: 00.70 S of FRONTAGE Rd (Lat: 39.842750, Lng: -85.135189), Route carried "on" structure: Alternate County highway , Year Built: 1999, Status: Posted for load, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 444 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 599 (year 2036), Design Load: HS 20, Features Intersected: MARTINDALE CREEK, Facility Carried by Structure: GERMANTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8900095, Location: 00.70 S of FRONTAGE Rd (Lat: 39.842750, Lng: -85.135189), Route carried "on" structure: Alternate County highway , Year Built: 1999, Status: Posted for load, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 444 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 599 (year 2036), Design Load: HS 20, Features Intersected: MARTINDALE CREEK, Facility Carried by Structure: GERMANTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8900096, Location: 00.10 E of GERMANTOWN Rd (Lat: 39.852431, Lng: -85.134861), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 6.75m (22.15ft), Average Daily Traffic: 784 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,057 (year 2036), Design Load: HS 20, Features Intersected: MARTINDALE CREEK, Facility Carried by Structure: FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8900096, Location: 00.10 E of GERMANTOWN Rd (Lat: 39.852431, Lng: -85.134861), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 6.75m (22.15ft), Average Daily Traffic: 784 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,057 (year 2036), Design Load: HS 20, Features Intersected: MARTINDALE CREEK, Facility Carried by Structure: FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8900203, Location: 00.70 S of SOUTH St (Lat: 39.843650, Lng: -85.107800), Route carried "on" structure: County highway , Year Built: 1951, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 351 (year 2036), Design Load: HS 20, Features Intersected: DRY BRANCH, Facility Carried by Structure: JACKSONBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8900203, Location: 00.70 S of SOUTH St (Lat: 39.843650, Lng: -85.107800), Route carried "on" structure: County highway , Year Built: 1951, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 351 (year 2036), Design Load: HS 20, Features Intersected: DRY BRANCH, Facility Carried by Structure: JACKSONBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4336, Location: 02.07 E SR 1 (Lat: 39.853681, Lng: -85.105600), Route carried "under" structure: County highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 857 (year 2004), Truck Traffic: 99%, Features Intersected: JACKSONBURG ROAD, Facility Carried by Structure: I-70 EB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.9m (39.0ft)
Structure Number: 4336, Location: 02.07 E SR 1 (Lat: 39.853681, Lng: -85.105600), Route carried "under" structure: County highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 857 (year 2004), Truck Traffic: 99%, Features Intersected: JACKSONBURG ROAD, Facility Carried by Structure: I-70 EB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.9m (39.0ft)
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Structure Number: 4337, Location: 02.07 E SR 1 (Lat: 39.853919, Lng: -85.105611), Route carried "under" structure: County highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 857 (year 2004), Truck Traffic: 99%, Features Intersected: JACKSONBURG ROAD, Facility Carried by Structure: I-70 WB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.9m (39.0ft)
Structure Number: 4337, Location: 02.07 E SR 1 (Lat: 39.853919, Lng: -85.105611), Route carried "under" structure: County highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 857 (year 2004), Truck Traffic: 99%, Features Intersected: JACKSONBURG ROAD, Facility Carried by Structure: I-70 WB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.9m (39.0ft)