Bridge Statistics for Deadwood, South Dakota (SD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 220ft / 67.4mTotal length
- $15,000,000Total costs
- 51,922Total average daily traffic
- 3,977Total average daily truck traffic
- 74,869Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Deadwood
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11960-1969
- 21980-1989
- 71990-1999
- Bridge Condition - Deck
- 37.5%Good
- 37.5%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 12.5%Very good
- 75.0%Good
- 12.5%Fair
- Bridge Condition - Substructure
- 37.5%Good
- 37.5%Satisfactory
- 12.5%Fair
- 12.5%Poor
- Bridge Condition - Channel
- 18.2%Excellent
- 45.5%Very good
- 36.4%Good
- Bridge Condition - Culverts
- 33.3%Very good
- 66.7%Satisfactory
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Structure Number: 41156169, Location: 0.1 NE JCT US 385 (Lat: 44.359058, Lng: -103.739133), Route carried "on" structure: US 85, Year Built: 1993, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 7,514 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 10,888 (year 2041), Design Load: HS 20+Mod, Features Intersected: WHITEWOOD CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.020, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41156169, Location: 0.1 NE JCT US 385 (Lat: 44.359058, Lng: -103.739133), Route carried "on" structure: US 85, Year Built: 1993, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 7,514 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 10,888 (year 2041), Design Load: HS 20+Mod, Features Intersected: WHITEWOOD CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.020, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41157166, Location: TIMM LN - DEADWOOD (Lat: 44.364386, Lng: -103.736961), Route carried "on" structure: City street , Year Built: 1901, Status: Posted for load, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 15 (year 2032), Design Load: HS 20, Features Intersected: WHITEWOOD CK, Facility Carried by Structure: TIMM LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 3.7m (12.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: July 2016, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 41157166, Location: TIMM LN - DEADWOOD (Lat: 44.364386, Lng: -103.736961), Route carried "on" structure: City street , Year Built: 1901, Status: Posted for load, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 15 (year 2032), Design Load: HS 20, Features Intersected: WHITEWOOD CK, Facility Carried by Structure: TIMM LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 3.7m (12.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: July 2016, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 41158162, Location: CHARLES ST - DEADWOOD (Lat: 44.369150, Lng: -103.734111), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 30 (year 2032), Design Load: HS 20+Mod, Features Intersected: WHITEWOOD CK, Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior 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: 41158162, Location: CHARLES ST - DEADWOOD (Lat: 44.369150, Lng: -103.734111), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 30 (year 2032), Design Load: HS 20+Mod, Features Intersected: WHITEWOOD CK, Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior 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: 41158166, Location: 0.6 NE JCT US 385 (Lat: 44.364067, Lng: -103.734381), Route carried "on" structure: US 85, Year Built: 1993, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 7,514 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 10,888 (year 2041), Design Load: HS 20+Mod, Features Intersected: WHITEWOOD CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.921, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.1m (23.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41158166, Location: 0.6 NE JCT US 385 (Lat: 44.364067, Lng: -103.734381), Route carried "on" structure: US 85, Year Built: 1993, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 7,514 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 10,888 (year 2041), Design Load: HS 20+Mod, Features Intersected: WHITEWOOD CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.921, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.1m (23.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41159165, Location: 0.8 NE JCT US 385 (Lat: 44.365881, Lng: -103.732897), Route carried "on" structure: US 85, Year Built: 1993, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 7,514 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 10,888 (year 2041), Design Load: HS 20+Mod, Features Intersected: WHITEWOOD CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.195, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.9m (29.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41159165, Location: 0.8 NE JCT US 385 (Lat: 44.365881, Lng: -103.732897), Route carried "on" structure: US 85, Year Built: 1993, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 7,514 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 10,888 (year 2041), Design Load: HS 20+Mod, Features Intersected: WHITEWOOD CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.195, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.9m (29.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41161156, Location: AT JCT US 85 S (Lat: 44.379156, Lng: -103.726250), Route carried "on" structure: Alternate US 14, Year Built: 1967, Year Reconstructed: 1989, Status: Open, Structure Length: 53.89m (176.80ft), Average Daily Traffic: 10,489 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 15,199 (year 2041), Design Load: HS 20, Features Intersected: WHITEWOOD CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.031, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 17, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 60.96m (200.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $7,500,000, Roadway Improvement Cost: $3,000,000, Total Project Cost: $15,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41161156, Location: AT JCT US 85 S (Lat: 44.379156, Lng: -103.726250), Route carried "on" structure: Alternate US 14, Year Built: 1967, Year Reconstructed: 1989, Status: Open, Structure Length: 53.89m (176.80ft), Average Daily Traffic: 10,489 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 15,199 (year 2041), Design Load: HS 20, Features Intersected: WHITEWOOD CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.031, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 17, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 60.96m (200.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $7,500,000, Roadway Improvement Cost: $3,000,000, Total Project Cost: $15,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41164153, Location: MCKINLEY ST - DEADWOOD (Lat: 44.383008, Lng: -103.721694), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 698 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 698 (year 2032), Design Load: HS 20+Mod, Features Intersected: WHITEWOOD CK, Facility Carried by Structure: MCKINLEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41164153, Location: MCKINLEY ST - DEADWOOD (Lat: 44.383008, Lng: -103.721694), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 698 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 698 (year 2032), Design Load: HS 20+Mod, Features Intersected: WHITEWOOD CK, Facility Carried by Structure: MCKINLEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 41166151, Location: RODEO ENTR. - DEADWOOD (Lat: 44.386106, Lng: -103.717722), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 90 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 90 (year 2032), Design Load: HS 20+Mod, Features Intersected: WHITEWOOD CK, Facility Carried by Structure: RODEO ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41166151, Location: RODEO ENTR. - DEADWOOD (Lat: 44.386106, Lng: -103.717722), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 90 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 90 (year 2032), Design Load: HS 20+Mod, Features Intersected: WHITEWOOD CK, Facility Carried by Structure: RODEO ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 41172149, Location: 0.4 E JCT US 85 (Lat: 44.389447, Lng: -103.705425), Route carried "on" structure: Alternate US 14, Year Built: 1986, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 6,325 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 9,165 (year 2041), Design Load: HS 20+Mod, Features Intersected: WHITEWOOD CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.140, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
Structure Number: 41172149, Location: 0.4 E JCT US 85 (Lat: 44.389447, Lng: -103.705425), Route carried "on" structure: Alternate US 14, Year Built: 1986, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 6,325 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 9,165 (year 2041), Design Load: HS 20+Mod, Features Intersected: WHITEWOOD CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.140, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
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Structure Number: 41174149, Location: 0.5 NE JCT 85/14A (Lat: 44.388994, Lng: -103.702750), Route carried "on" structure: Alternate US 14, Year Built: 1999, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 5,869 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 8,504 (year 2041), Design Load: HS 20+Mod, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.349, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
Structure Number: 41174149, Location: 0.5 NE JCT 85/14A (Lat: 44.388994, Lng: -103.702750), Route carried "on" structure: Alternate US 14, Year Built: 1999, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 5,869 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 8,504 (year 2041), Design Load: HS 20+Mod, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.349, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
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Structure Number: 41198147, Location: 3.2 NE JCT 85/14A (Lat: 44.391683, Lng: -103.653303), Route carried "on" structure: Alternate US 14, Year Built: 1999, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 5,869 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 8,504 (year 2041), Design Load: HS 20+Mod, Features Intersected: BOULDER CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.694, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
Structure Number: 41198147, Location: 3.2 NE JCT 85/14A (Lat: 44.391683, Lng: -103.653303), Route carried "on" structure: Alternate US 14, Year Built: 1999, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 5,869 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 8,504 (year 2041), Design Load: HS 20+Mod, Features Intersected: BOULDER CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.694, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019