Bridge Statistics for Sidney, Montana (MT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 289ft / 87.5mTotal length
- $762,000Total costs
- 32,222Total average daily traffic
- 1,517Total average daily truck traffic
- 34,861Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Sidney
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11960-1969
- 21970-1979
- 11980-1989
- 101990-1999
- 32000-2009
- 32010-2019
- Bridge Condition - Deck
- 33.3%Good
- 66.7%Satisfactory
- Bridge Condition - Superstructure
- 4.8%Very good
- 57.1%Good
- 28.6%Satisfactory
- 9.5%Fair
- Bridge Condition - Substructure
- 47.6%Good
- 38.1%Satisfactory
- 9.5%Fair
- 4.8%Poor
- Bridge Condition - Channel
- 28.6%Very good
- 42.9%Good
- 23.8%Satisfactory
- 4.8%Fair
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Structure Number: L42023001+00001, Location: 3M NW SIDNEY (Lat: 47.730636, Lng: -104.228250), Route carried "on" structure: County highway 42023, Year Built: 1997, Status: Posted for load, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: BRORSON CREEK 012, Facility Carried by Structure: COUNTY ROAD 023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.542, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: L42023001+00001, Location: 3M NW SIDNEY (Lat: 47.730636, Lng: -104.228250), Route carried "on" structure: County highway 42023, Year Built: 1997, Status: Posted for load, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: BRORSON CREEK 012, Facility Carried by Structure: COUNTY ROAD 023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.542, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: L42202001+01001, Location: 2M N SIDNEY (Lat: 47.740597, Lng: -104.163342), Route carried "on" structure: County highway 42202, Year Built: 2003, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 320 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 376 (year 2040), Features Intersected: USBR MAIN CANAL 025, Facility Carried by Structure: NORTH DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.771, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: L42202001+01001, Location: 2M N SIDNEY (Lat: 47.740597, Lng: -104.163342), Route carried "on" structure: County highway 42202, Year Built: 2003, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 320 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 376 (year 2040), Features Intersected: USBR MAIN CANAL 025, Facility Carried by Structure: NORTH DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.771, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L42202005+01001, Location: 5M N SIDNEY (Lat: 47.792603, Lng: -104.165167), Route carried "on" structure: County highway 42202, Year Built: 1997, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 320 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 376 (year 2040), Features Intersected: FIRST HAY CREEK 024, Facility Carried by Structure: COUNTY ROAD 202
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.869, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: L42202005+01001, Location: 5M N SIDNEY (Lat: 47.792603, Lng: -104.165167), Route carried "on" structure: County highway 42202, Year Built: 1997, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 320 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 376 (year 2040), Features Intersected: FIRST HAY CREEK 024, Facility Carried by Structure: COUNTY ROAD 202
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.869, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L42204001+00001, Location: 1M N SIDNEY (Lat: 47.732333, Lng: -104.169639), Route carried "on" structure: County highway 42204, Year Built: 2013, Status: Open, Structure Length: 2.00m (6.56ft), Average Daily Traffic: 489 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 550 (year 2040), Design Load: HL 93, Features Intersected: USBR MAIN CANAL 054, Facility Carried by Structure: COUNTY ROAD 126
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.719, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: L42204001+00001, Location: 1M N SIDNEY (Lat: 47.732333, Lng: -104.169639), Route carried "on" structure: County highway 42204, Year Built: 2013, Status: Open, Structure Length: 2.00m (6.56ft), Average Daily Traffic: 489 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 550 (year 2040), Design Load: HL 93, Features Intersected: USBR MAIN CANAL 054, Facility Carried by Structure: COUNTY ROAD 126
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.719, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L42206001+00001, Location: 2M N SIDNEY (Lat: 47.747114, Lng: -104.156222), Route carried "on" structure: County highway 42206, Year Built: 2015, Status: Open, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: USBR MAIN CANAL 053, Facility Carried by Structure: COUNTY ROAD 127
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.459, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: L42206001+00001, Location: 2M N SIDNEY (Lat: 47.747114, Lng: -104.156222), Route carried "on" structure: County highway 42206, Year Built: 2015, Status: Open, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: USBR MAIN CANAL 053, Facility Carried by Structure: COUNTY ROAD 127
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.459, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L42209007+00901, Location: 6M N SIDNEY (Lat: 47.793244, Lng: -104.146925), Route carried "on" structure: County highway 42209, Year Built: 2009, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: FIRST HAY CREEK 098, Facility Carried by Structure: COUNTY ROAD 130
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.357, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: L42209007+00901, Location: 6M N SIDNEY (Lat: 47.793244, Lng: -104.146925), Route carried "on" structure: County highway 42209, Year Built: 2009, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: FIRST HAY CREEK 098, Facility Carried by Structure: COUNTY ROAD 130
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.357, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L42210000+05001, Location: 6M SW FAIRVIEW (Lat: 47.776222, Lng: -104.128525), Route carried "on" structure: County highway 42210, Year Built: 2015, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: USBR MAIN CANAL 067, Facility Carried by Structure: COUNTY ROAD 210
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.754, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: L42210000+05001, Location: 6M SW FAIRVIEW (Lat: 47.776222, Lng: -104.128525), Route carried "on" structure: County highway 42210, Year Built: 2015, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: USBR MAIN CANAL 067, Facility Carried by Structure: COUNTY ROAD 210
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.754, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L42238001+00001, Location: 4M N SIDNEY (Lat: 47.761542, Lng: -104.144056), Route carried "on" structure: County highway 42238, Year Built: 1997, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: USBR MAIN CANAL 089, Facility Carried by Structure: COUNTY ROAD 238
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.246, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: L42238001+00001, Location: 4M N SIDNEY (Lat: 47.761542, Lng: -104.144056), Route carried "on" structure: County highway 42238, Year Built: 1997, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: USBR MAIN CANAL 089, Facility Carried by Structure: COUNTY ROAD 238
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.246, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L42307002+08001, Location: 7M E SIDNEY (Lat: 47.696411, Lng: -104.090417), Route carried "on" structure: County highway 42307, Year Built: 1997, Status: Open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: BENNIE PEER CREEK 021, Facility Carried by Structure: COUNTY ROAD 307
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.763, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: L42307002+08001, Location: 7M E SIDNEY (Lat: 47.696411, Lng: -104.090417), Route carried "on" structure: County highway 42307, Year Built: 1997, Status: Open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: BENNIE PEER CREEK 021, Facility Carried by Structure: COUNTY ROAD 307
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.763, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L42309002+01001, Location: 1M SE SIDNEY (Lat: 47.695750, Lng: -104.141806), Route carried "on" structure: County highway 42309, Year Built: 1993, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: LONE TREE CREEK 033, Facility Carried by Structure: COUNTY ROAD 309
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: L42309002+01001, Location: 1M SE SIDNEY (Lat: 47.695750, Lng: -104.141806), Route carried "on" structure: County highway 42309, Year Built: 1993, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: LONE TREE CREEK 033, Facility Carried by Structure: COUNTY ROAD 309
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L42414000+09001, Location: 3M SW SIDNEY (Lat: 47.674361, Lng: -104.206583), Route carried "on" structure: County highway 42414, Year Built: 2000, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: USBR MAIN CANAL 003, Facility Carried by Structure: COUNTY ROAD 414
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: L42414000+09001, Location: 3M SW SIDNEY (Lat: 47.674361, Lng: -104.206583), Route carried "on" structure: County highway 42414, Year Built: 2000, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: USBR MAIN CANAL 003, Facility Carried by Structure: COUNTY ROAD 414
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M42104000+00101, Location: SIDNEY-9TH AVE SW (Lat: 47.708000, Lng: -104.167878), Route carried "on" structure: City street 10411, Year Built: 1999, Status: Open, Structure Length: 3.76m (12.34ft), Average Daily Traffic: 1,681 (year 2020), Average Future Daily Traffic: 1,765 (year 2040), Design Load: HS 20, Features Intersected: LONE TREE CREEK 083, Facility Carried by Structure: 9TH AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.8 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: M42104000+00101, Location: SIDNEY-9TH AVE SW (Lat: 47.708000, Lng: -104.167878), Route carried "on" structure: City street 10411, Year Built: 1999, Status: Open, Structure Length: 3.76m (12.34ft), Average Daily Traffic: 1,681 (year 2020), Average Future Daily Traffic: 1,765 (year 2040), Design Load: HS 20, Features Intersected: LONE TREE CREEK 083, Facility Carried by Structure: 9TH AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.8 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: M42104000+00201, Location: SIDNEY-5TH ST (Lat: 47.713589, Lng: -104.179228), Route carried "on" structure: City street 10413, Year Built: 1999, Status: Open, Structure Length: 2.42m (7.94ft), Average Daily Traffic: 766 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 804 (year 2040), Features Intersected: USBR MAIN CANAL 082, Facility Carried by Structure: 5TH ST SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.439, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.2m (79.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: M42104000+00201, Location: SIDNEY-5TH ST (Lat: 47.713589, Lng: -104.179228), Route carried "on" structure: City street 10413, Year Built: 1999, Status: Open, Structure Length: 2.42m (7.94ft), Average Daily Traffic: 766 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 804 (year 2040), Features Intersected: USBR MAIN CANAL 082, Facility Carried by Structure: 5TH ST SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.439, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.2m (79.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: P00020004+03011, Location: 3M N GLENDIVE (Lat: 47.162389, Lng: -104.702806), Route carried "on" structure: State highway 16, Year Built: 1964, Year Reconstructed: 1974, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 3,598 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 4,084 (year 2040), Design Load: HS 20, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.898, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: P00020004+03011, Location: 3M N GLENDIVE (Lat: 47.162389, Lng: -104.702806), Route carried "on" structure: State highway 16, Year Built: 1964, Year Reconstructed: 1974, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 3,598 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 4,084 (year 2040), Design Load: HS 20, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.898, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: P00020051+06421, Location: SIDNEY-S CENTRAL AVE (Lat: 47.705667, Lng: -104.164000), Route carried "on" structure: State highway 16, Year Built: 1974, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 8,829 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 9,270 (year 2040), Design Load: HL 93, Features Intersected: LONE TREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.410, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: P00020051+06421, Location: SIDNEY-S CENTRAL AVE (Lat: 47.705667, Lng: -104.164000), Route carried "on" structure: State highway 16, Year Built: 1974, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 8,829 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 9,270 (year 2040), Design Load: HL 93, Features Intersected: LONE TREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.410, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: P00026001+02341, Location: 2M S SIDNEY (Lat: 47.674006, Lng: -104.158683), Route carried "on" structure: State highway 23, Year Built: 1994, Status: Open, Structure Length: 33.59m (110.20ft), Average Daily Traffic: 2,263 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,659 (year 2040), Design Load: HS 20, Features Intersected: YELLOWSTONE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.970, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 73.2m (240.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P00026001+02341, Location: 2M S SIDNEY (Lat: 47.674006, Lng: -104.158683), Route carried "on" structure: State highway 23, Year Built: 1994, Status: Open, Structure Length: 33.59m (110.20ft), Average Daily Traffic: 2,263 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,659 (year 2040), Design Load: HS 20, Features Intersected: YELLOWSTONE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.970, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 73.2m (240.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: July 2019, 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: P00051069+09531, Location: 3M SW SIDNEY (Lat: 47.689000, Lng: -104.202861), Route carried "on" structure: State highway 200, Year Built: 1988, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,728 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,814 (year 2040), Design Load: HS 20, Features Intersected: USRS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.391, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P00051069+09531, Location: 3M SW SIDNEY (Lat: 47.689000, Lng: -104.202861), Route carried "on" structure: State highway 200, Year Built: 1988, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,728 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,814 (year 2040), Design Load: HS 20, Features Intersected: USRS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.391, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: P00062001+05171, Location: CULBERTSON (Lat: 48.144844, Lng: -104.505986), Route carried "on" structure: State highway 16, Year Built: 1957, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 1,061 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,130 (year 2040), Design Load: HS 20, Features Intersected: CLOVER CREEK-RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.396, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.20m (30.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $508,000, Roadway Improvement Cost: $254,000, Total Project Cost: $762,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P00062001+05171, Location: CULBERTSON (Lat: 48.144844, Lng: -104.505986), Route carried "on" structure: State highway 16, Year Built: 1957, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 1,061 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,130 (year 2040), Design Load: HS 20, Features Intersected: CLOVER CREEK-RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.396, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.20m (30.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $508,000, Roadway Improvement Cost: $254,000, Total Project Cost: $762,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P00062036+06701, Location: NW EDGE SIDNEY-HOLLY ST (Lat: 47.718103, Lng: -104.178528), Route carried "on" structure: State highway 16, Year Built: 1999, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 5,953 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,459 (year 2040), Design Load: HS 20, Features Intersected: USRS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.228, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P00062036+06701, Location: NW EDGE SIDNEY-HOLLY ST (Lat: 47.718103, Lng: -104.178528), Route carried "on" structure: State highway 16, Year Built: 1999, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 5,953 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,459 (year 2040), Design Load: HS 20, Features Intersected: USRS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.228, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, 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: U10401000+04001, Location: SIDNEY-AIRPORT RD (Lat: 47.712169, Lng: -104.185011), Route carried "on" structure: County highway 42246, Year Built: 1999, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 1,212 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,412 (year 2040), Design Load: HS 20, Features Intersected: LONE TREE CREEK, Facility Carried by Structure: AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.662, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 80.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: U10401000+04001, Location: SIDNEY-AIRPORT RD (Lat: 47.712169, Lng: -104.185011), Route carried "on" structure: County highway 42246, Year Built: 1999, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 1,212 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,412 (year 2040), Design Load: HS 20, Features Intersected: LONE TREE CREEK, Facility Carried by Structure: AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.662, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 80.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: U10402000+02061, Location: S EDGE SIDNEY-14TH ST SE (Lat: 47.703542, Lng: -104.161272), Route carried "on" structure: City street 10402, Year Built: 1973, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 3,202 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,362 (year 2040), Design Load: HS 20, Features Intersected: LONE TREE CREEK, Facility Carried by Structure: 14TH ST SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.327, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: Monolithic Concrete
Structure Number: U10402000+02061, Location: S EDGE SIDNEY-14TH ST SE (Lat: 47.703542, Lng: -104.161272), Route carried "on" structure: City street 10402, Year Built: 1973, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 3,202 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,362 (year 2040), Design Load: HS 20, Features Intersected: LONE TREE CREEK, Facility Carried by Structure: 14TH ST SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.327, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: Monolithic Concrete