Bridge Statistics for Newell, South Dakota (SD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 108ft / 32.9mTotal length
- $68,000Total costs
- 8,007Total average daily traffic
- 908Total average daily truck traffic
- 11,341Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Newell
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11930-1939
- 21940-1949
- 41950-1959
- 61960-1969
- 11970-1979
- 11990-1999
- 12000-2009
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 18.2%Good
- 27.3%Satisfactory
- 18.2%Fair
- 18.2%Poor
- 9.1%Serious
- 9.1%Critical
- Bridge Condition - Superstructure
- 9.1%Very good
- 9.1%Good
- 27.3%Satisfactory
- 9.1%Fair
- 27.3%Poor
- 9.1%Serious
- 9.1%Imminent failure
- Bridge Condition - Substructure
- 18.2%Good
- 27.3%Satisfactory
- 27.3%Poor
- 18.2%Imminent failure
- 9.1%Failed
- Bridge Condition - Channel
- 5.6%Excellent
- 16.7%Very good
- 22.2%Good
- 38.9%Satisfactory
- 16.7%Fair
- Bridge Condition - Culverts
- 14.3%Excellent
- 14.3%Very good
- 28.6%Good
- 42.9%Satisfactory
Find on map >> Show street view
Structure Number: 10280349, Location: 1 S 3 W OF NEWELL (Lat: 44.705675, Lng: -103.486633), Route carried "on" structure: County highway , Year Built: 1919, Status: Posted for load, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 47 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 47 (year 2032), Features Intersected: HORSE CK, Facility Carried by Structure: VIKEN 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), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10280349, Location: 1 S 3 W OF NEWELL (Lat: 44.705675, Lng: -103.486633), Route carried "on" structure: County highway , Year Built: 1919, Status: Posted for load, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 47 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 47 (year 2032), Features Intersected: HORSE CK, Facility Carried by Structure: VIKEN 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), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1028637, Location: 2.3 W JCT SD 79 (Lat: 44.676983, Lng: -103.477358), Route carried "on" structure: US 212, Year Built: 2020, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 1,121 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,609 (year 2041), Design Load: HL 93, Features Intersected: OWL CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.412, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Excellent, Culverts: Excellent, Inventory Rating: 99.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 1028637, Location: 2.3 W JCT SD 79 (Lat: 44.676983, Lng: -103.477358), Route carried "on" structure: US 212, Year Built: 2020, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 1,121 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,609 (year 2041), Design Load: HL 93, Features Intersected: OWL CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.412, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Excellent, Culverts: Excellent, Inventory Rating: 99.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Find on map >> Show street view
Structure Number: 10290351, Location: 2 W 1.1 S NEWELL (Lat: 44.704156, Lng: -103.465511), Route carried "on" structure: County highway , Year Built: 1937, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 46 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 46 (year 2032), Features Intersected: HORSE CK, Facility Carried by Structure: DILLINGER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 10290351, Location: 2 W 1.1 S NEWELL (Lat: 44.704156, Lng: -103.465511), Route carried "on" structure: County highway , Year Built: 1937, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 46 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 46 (year 2032), Features Intersected: HORSE CK, Facility Carried by Structure: DILLINGER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 1030631, Location: 3 N .4 W NEWELL (Lat: 44.763217, Lng: -103.433178), Route carried "on" structure: County highway , Year Built: 1960, Status: Closed, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 47 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 47 (year 2032), Design Load: HS 20+Mod, Features Intersected: CK, Facility Carried by Structure: YPPARILLA 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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Imminent failure, Channel: Fair, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2018, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1030631, Location: 3 N .4 W NEWELL (Lat: 44.763217, Lng: -103.433178), Route carried "on" structure: County highway , Year Built: 1960, Status: Closed, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 47 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 47 (year 2032), Design Load: HS 20+Mod, Features Intersected: CK, Facility Carried by Structure: YPPARILLA 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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Imminent failure, Channel: Fair, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2018, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 10309368, Location: 0.3 N JCT SD 79 S (Lat: 44.680644, Lng: -103.427678), Route carried "on" structure: US 212, Year Built: 2005, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 2,316 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,323 (year 2041), Design Load: HS 25 or greater, Features Intersected: HORSE CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.612, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10309368, Location: 0.3 N JCT SD 79 S (Lat: 44.680644, Lng: -103.427678), Route carried "on" structure: US 212, Year Built: 2005, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 2,316 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,323 (year 2041), Design Load: HS 25 or greater, Features Intersected: HORSE CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.612, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 10310296, Location: 4.5 N NEWELL & JCT 212 E (Lat: 44.782908, Lng: -103.425467), Route carried "on" structure: State highway 79, Year Built: 1962, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 689 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 989 (year 2041), Design Load: H 20, Features Intersected: NORTH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 221.092, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000, Total Project Cost: $12,000
Structure Number: 10310296, Location: 4.5 N NEWELL & JCT 212 E (Lat: 44.782908, Lng: -103.425467), Route carried "on" structure: State highway 79, Year Built: 1962, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 689 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 989 (year 2041), Design Load: H 20, Features Intersected: NORTH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 221.092, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000, Total Project Cost: $12,000
Find on map >> Show street view
Structure Number: 10310304, Location: 3.7 N NEWELL & JCT 212 E (Lat: 44.772425, Lng: -103.425497), Route carried "on" structure: State highway 79, Year Built: 1962, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 689 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 989 (year 2041), Design Load: H 20, Features Intersected: DRY CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 219.917, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10310304, Location: 3.7 N NEWELL & JCT 212 E (Lat: 44.772425, Lng: -103.425497), Route carried "on" structure: State highway 79, Year Built: 1962, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 689 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 989 (year 2041), Design Load: H 20, Features Intersected: DRY CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 219.917, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 10310314, Location: 2.8 N NEWELL & JCT 212 E (Lat: 44.758619, Lng: -103.425531), Route carried "on" structure: State highway 79, Year Built: 1962, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 689 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 989 (year 2041), Design Load: H 20, Features Intersected: SOUTH BR DRY CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 218.388, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 94.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000, Total Project Cost: $12,000
Structure Number: 10310314, Location: 2.8 N NEWELL & JCT 212 E (Lat: 44.758619, Lng: -103.425531), Route carried "on" structure: State highway 79, Year Built: 1962, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 689 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 989 (year 2041), Design Load: H 20, Features Intersected: SOUTH BR DRY CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 218.388, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 94.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000, Total Project Cost: $12,000
Find on map >> Show street view
Structure Number: 10310336, Location: 0.6 N NEWELL & JCT 212 E (Lat: 44.726794, Lng: -103.425572), Route carried "on" structure: State highway 79, Year Built: 1962, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 689 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 989 (year 2041), Design Load: H 20, Features Intersected: DEADMAN CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.847, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $1,000, Total Project Cost: $14,000
Structure Number: 10310336, Location: 0.6 N NEWELL & JCT 212 E (Lat: 44.726794, Lng: -103.425572), Route carried "on" structure: State highway 79, Year Built: 1962, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 689 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 989 (year 2041), Design Load: H 20, Features Intersected: DEADMAN CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.847, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $1,000, Total Project Cost: $14,000
Find on map >> Show street view
Structure Number: 1031733, Location: .7N NEWELL .9E US79 (Lat: 44.734258, Lng: -103.409822), Route carried "on" structure: County highway , Year Built: 1945, Year Reconstructed: 1998, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 47 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 47 (year 2032), Design Load: HS 20+Mod, Features Intersected: DRY CK, Facility Carried by Structure: 184TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1031733, Location: .7N NEWELL .9E US79 (Lat: 44.734258, Lng: -103.409822), Route carried "on" structure: County highway , Year Built: 1945, Year Reconstructed: 1998, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 47 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 47 (year 2032), Design Load: HS 20+Mod, Features Intersected: DRY CK, Facility Carried by Structure: 184TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 10317373, Location: 3.2 S NEWELL.8E US79 (Lat: 44.673544, Lng: -103.412831), Route carried "on" structure: County highway , Year Built: 1950, Status: Closed, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 47 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2032), Features Intersected: HORSE CK, Facility Carried by Structure: EICHER 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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Critical, Superstructure: Imminent failure, Substructure: Failed, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 10317373, Location: 3.2 S NEWELL.8E US79 (Lat: 44.673544, Lng: -103.412831), Route carried "on" structure: County highway , Year Built: 1950, Status: Closed, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 47 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2032), Features Intersected: HORSE CK, Facility Carried by Structure: EICHER 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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Critical, Superstructure: Imminent failure, Substructure: Failed, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 10321339, Location: 1.2 NE OF NEWELL (Lat: 44.720417, Lng: -103.402728), Route carried "on" structure: US 212, Year Built: 1956, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 473 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 679 (year 2041), Design Load: H 20, Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.889, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $1,000, Total Project Cost: $15,000
Structure Number: 10321339, Location: 1.2 NE OF NEWELL (Lat: 44.720417, Lng: -103.402728), Route carried "on" structure: US 212, Year Built: 1956, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 473 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 679 (year 2041), Design Load: H 20, Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.889, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $1,000, Total Project Cost: $15,000
Find on map >> Show street view
Structure Number: 10324337, Location: 1.5 NE OF NEWELL (Lat: 44.723139, Lng: -103.397278), Route carried "on" structure: US 212, Year Built: 1956, Status: Open, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 473 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 679 (year 2041), Design Load: H 20, Features Intersected: DRY CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.388, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 10324337, Location: 1.5 NE OF NEWELL (Lat: 44.723139, Lng: -103.397278), Route carried "on" structure: US 212, Year Built: 1956, Status: Open, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 473 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 679 (year 2041), Design Load: H 20, Features Intersected: DRY CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.388, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 1032531, Location: 3N 1.5E NISLAND (Lat: 44.763369, Lng: -103.395569), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 47 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 47 (year 2032), Design Load: HS 25 or greater, Features Intersected: NORTH CANAL, Facility Carried by Structure: YPARILLA ROAD
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 24 months, Inspection Date: July 2020
Structure Number: 1032531, Location: 3N 1.5E NISLAND (Lat: 44.763369, Lng: -103.395569), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 47 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 47 (year 2032), Design Load: HS 25 or greater, Features Intersected: NORTH CANAL, Facility Carried by Structure: YPARILLA ROAD
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 24 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: 1032634, Location: 0.7 E OF NEWELL (Lat: 44.719764, Lng: -103.392989), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 47 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 47 (year 2032), Design Load: HS 20, Features Intersected: DRY CK, Facility Carried by Structure: OLD HWY 212
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), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1032634, Location: 0.7 E OF NEWELL (Lat: 44.719764, Lng: -103.392989), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 47 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 47 (year 2032), Design Load: HS 20, Features Intersected: DRY CK, Facility Carried by Structure: OLD HWY 212
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), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 10328334, Location: 2.2 NE OF NEWELL (Lat: 44.728989, Lng: -103.386456), Route carried "on" structure: US 212, Year Built: 1956, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 473 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 679 (year 2041), Design Load: H 20, Features Intersected: DEER CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.466, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $1,000, Total Project Cost: $15,000
Structure Number: 10328334, Location: 2.2 NE OF NEWELL (Lat: 44.728989, Lng: -103.386456), Route carried "on" structure: US 212, Year Built: 1956, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 473 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 679 (year 2041), Design Load: H 20, Features Intersected: DEER CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.466, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $1,000, Total Project Cost: $15,000
Find on map >> Show street view
Structure Number: 1033436, Location: 2.0 S 2.4 E NEWELL (Lat: 44.690697, Lng: -103.376961), Route carried "on" structure: County highway , Year Built: 1960, Status: Closed, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 40 (year 2032), Features Intersected: DRY CK, Facility Carried by Structure: KOSOLA 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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Imminent failure, Channel: Satisfactory, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1033436, Location: 2.0 S 2.4 E NEWELL (Lat: 44.690697, Lng: -103.376961), Route carried "on" structure: County highway , Year Built: 1960, Status: Closed, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 40 (year 2032), Features Intersected: DRY CK, Facility Carried by Structure: KOSOLA 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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Imminent failure, Channel: Satisfactory, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 10340368, Location: 2.8 S 3 E NEWELL (Lat: 44.680561, Lng: -103.366486), Route carried "on" structure: County highway , Year Built: 1945, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 32 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 35 (year 2032), Features Intersected: DRY CK, Facility Carried by Structure: YOUNGBERG 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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 7.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 10340368, Location: 2.8 S 3 E NEWELL (Lat: 44.680561, Lng: -103.366486), Route carried "on" structure: County highway , Year Built: 1945, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 32 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 35 (year 2032), Features Intersected: DRY CK, Facility Carried by Structure: YOUNGBERG 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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 7.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber