Bridge Statistics for Cedar Grove, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 125ft / 38.2mTotal length
- $600,000Total costs
- 27,340Total average daily traffic
- 3,215Total average daily truck traffic
- 39,483Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Cedar Grove
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11950-1959
- 11960-1969
- 21980-1989
- 21990-1999
- 22000-2009
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 02000-2009
- 32010-2019
- Bridge Condition - Deck
- 18.2%Very good
- 63.6%Good
- 18.2%Satisfactory
- Bridge Condition - Superstructure
- 9.1%Very good
- 72.7%Good
- 18.2%Satisfactory
- Bridge Condition - Substructure
- 36.4%Very good
- 54.5%Good
- 9.1%Satisfactory
- Bridge Condition - Channel
- 35.7%Very good
- 35.7%Good
- 28.6%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Poor
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Structure Number: 515, Location: 00.02 E SR 1 (Lat: 39.349089, Lng: -84.951239), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 293 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 511 (year 2031), Design Load: HS 20, Features Intersected: RAMSEY CREEK, Facility Carried by Structure: OLD SR 1, SEC#1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 515, Location: 00.02 E SR 1 (Lat: 39.349089, Lng: -84.951239), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 293 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 511 (year 2031), Design Load: HS 20, Features Intersected: RAMSEY CREEK, Facility Carried by Structure: OLD SR 1, SEC#1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 517, Location: 00.28 SE SR 1 (Lat: 39.345789, Lng: -84.952550), Route carried "on" structure: County highway , Year Built: 1969, Year Reconstructed: 2015, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 34 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 34 (year 2034), Design Load: HS 20, Features Intersected: RAMSEY CREEK, Facility Carried by Structure: OLD SR-1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.7m (71.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 66.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 517, Location: 00.28 SE SR 1 (Lat: 39.345789, Lng: -84.952550), Route carried "on" structure: County highway , Year Built: 1969, Year Reconstructed: 2015, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 34 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 34 (year 2034), Design Load: HS 20, Features Intersected: RAMSEY CREEK, Facility Carried by Structure: OLD SR-1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.7m (71.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 66.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19445, Location: 00.60 W SR 1 (Lat: 39.371019, Lng: -84.961261), Route carried "on" structure: US 52, Year Built: 1980, Year Reconstructed: 2015, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,598 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2,116 (year 2025), Design Load: HS 20, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.498, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 53.5 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: 41.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19445, Location: 00.60 W SR 1 (Lat: 39.371019, Lng: -84.961261), Route carried "on" structure: US 52, Year Built: 1980, Year Reconstructed: 2015, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,598 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2,116 (year 2025), Design Load: HS 20, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.498, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 53.5 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: 41.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1945, Location: 00.90 E SR 1 (Lat: 39.357689, Lng: -84.940650), Route carried "on" structure: US 52, Year Built: 1955, Year Reconstructed: 1985, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 5,299 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 7,753 (year 2031), Design Load: HS 20, Features Intersected: BIG CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.912, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1945, Location: 00.90 E SR 1 (Lat: 39.357689, Lng: -84.940650), Route carried "on" structure: US 52, Year Built: 1955, Year Reconstructed: 1985, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 5,299 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 7,753 (year 2031), Design Load: HS 20, Features Intersected: BIG CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.912, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2934, Location: 03.81 S SR 46 (Lat: 39.259931, Lng: -85.242753), Route carried "on" structure: State highway 229, Year Built: 1996, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 1,682 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 2,948 (year 2031), Design Load: HS 20, Features Intersected: LITTLE LAUGHERY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.454, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2934, Location: 03.81 S SR 46 (Lat: 39.259931, Lng: -85.242753), Route carried "on" structure: State highway 229, Year Built: 1996, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 1,682 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 2,948 (year 2031), Design Load: HS 20, Features Intersected: LITTLE LAUGHERY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.454, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 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: 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: June 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: 317, Location: 00.99 N SR 234 (Lat: 39.981200, Lng: -87.148431), Route carried "on" structure: State highway 341, Year Built: 1981, Year Reconstructed: 2017, Status: Open, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 437 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 992 (year 2036), Design Load: HL 93, Features Intersected: SUGAR MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.7 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 317, Location: 00.99 N SR 234 (Lat: 39.981200, Lng: -87.148431), Route carried "on" structure: State highway 341, Year Built: 1981, Year Reconstructed: 2017, Status: Open, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 437 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 992 (year 2036), Design Load: HL 93, Features Intersected: SUGAR MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.7 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 5142, Location: 04.43 E SR 1 E JCT (Lat: 39.326889, Lng: -84.896711), Route carried "on" structure: US 52, Year Built: 2017, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,090 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,090 (year 2035), Design Load: HL 93, Features Intersected: WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 264.978, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 57.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 5142, Location: 04.43 E SR 1 E JCT (Lat: 39.326889, Lng: -84.896711), Route carried "on" structure: US 52, Year Built: 2017, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,090 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,090 (year 2035), Design Load: HL 93, Features Intersected: WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 264.978, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 57.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 7979, Location: 01.19 N US 6 (Lat: 41.466469, Lng: -86.287369), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 8,752 (year 2015), Truck Traffic: 22%, Average Future Daily Traffic: 15,584 (year 2035), Design Load: HL 93, Features Intersected: MANGUN ARM DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 376.345, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 56.4 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: 42.1 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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7979, Location: 01.19 N US 6 (Lat: 41.466469, Lng: -86.287369), Route carried "on" structure: US 31, Year Built: 2014, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 8,752 (year 2015), Truck Traffic: 22%, Average Future Daily Traffic: 15,584 (year 2035), Design Load: HL 93, Features Intersected: MANGUN ARM DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 376.345, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 56.4 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: 42.1 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: 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: January 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: 8071, Location: 07.43 E SR 1 E JCT (Lat: 39.293619, Lng: -84.878869), Route carried "on" structure: US 52, Year Built: 2017, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 4,380 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 4,380 (year 2035), Design Load: HL 93, Features Intersected: TRIB WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 269.807, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 79.7 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: 61.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 8071, Location: 07.43 E SR 1 E JCT (Lat: 39.293619, Lng: -84.878869), Route carried "on" structure: US 52, Year Built: 2017, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 4,380 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 4,380 (year 2035), Design Load: HL 93, Features Intersected: TRIB WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 269.807, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 79.7 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: 61.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 2400061, Location: 00.10 MI. N. OF GRAF RD (Lat: 39.353061, Lng: -84.947019), Route carried "on" structure: Alternate County highway , Year Built: 1905, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2041), Features Intersected: RAMSEY CREEK, Facility Carried by Structure: CAMPGROUND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $225,000, Total Project Cost: $600,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2400061, Location: 00.10 MI. N. OF GRAF RD (Lat: 39.353061, Lng: -84.947019), Route carried "on" structure: Alternate County highway , Year Built: 1905, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2041), Features Intersected: RAMSEY CREEK, Facility Carried by Structure: CAMPGROUND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $225,000, Total Project Cost: $600,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2400066, Location: 00.40 SW of POSSUM HOLLOW (Lat: 39.376189, Lng: -84.941389), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 475 (year 2040), Design Load: HS 20, Features Intersected: BRANCH of BIG CEDAR CR, Facility Carried by Structure: BIG CEDAR SOUTH 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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2400066, Location: 00.40 SW of POSSUM HOLLOW (Lat: 39.376189, Lng: -84.941389), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 475 (year 2040), Design Load: HS 20, Features Intersected: BRANCH of BIG CEDAR CR, Facility Carried by Structure: BIG CEDAR SOUTH 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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2400067, Location: 00.10 S of BIG CEDAR S. R (Lat: 39.378069, Lng: -84.934811), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: BIG CEDAR CREEK, Facility Carried by Structure: POSSUM HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 85.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2400067, Location: 00.10 S of BIG CEDAR S. R (Lat: 39.378069, Lng: -84.934811), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: BIG CEDAR CREEK, Facility Carried by Structure: POSSUM HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 85.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2400136, Location: 00.50 E of CAMPGROUND RD (Lat: 39.352761, Lng: -84.940650), Route carried "on" structure: Alternate County highway , Year Built: 2011, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: BR OF WHITEWATER RIVER, Facility Carried by Structure: GRAF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 94.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 2400136, Location: 00.50 E of CAMPGROUND RD (Lat: 39.352761, Lng: -84.940650), Route carried "on" structure: Alternate County highway , Year Built: 2011, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: BR OF WHITEWATER RIVER, Facility Carried by Structure: GRAF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 94.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 2400144, Location: 1.28 N of LONGHOLLOW ROAD (Lat: 39.373531, Lng: -84.972239), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 150 (year 2041), Design Load: HL 93, Features Intersected: UNT WHITEWATER RIVER, Facility Carried by Structure: RIVER ROAD
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: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 40.8 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 2400144, Location: 1.28 N of LONGHOLLOW ROAD (Lat: 39.373531, Lng: -84.972239), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 150 (year 2041), Design Load: HL 93, Features Intersected: UNT WHITEWATER RIVER, Facility Carried by Structure: RIVER ROAD
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: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 40.8 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other