Bridge Statistics for Hamilton, Montana (MT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 226ft / 68.9mTotal length
- $1,929,000Total costs
- 76,266Total average daily traffic
- 764Total average daily truck traffic
- 80,348Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Hamilton
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 41940-1949
- 11950-1959
- 11960-1969
- 41970-1979
- 51980-1989
- 11990-1999
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 64.7%Good
- 29.4%Satisfactory
- 5.9%Fair
- Bridge Condition - Superstructure
- 58.8%Good
- 29.4%Satisfactory
- 11.8%Fair
- Bridge Condition - Substructure
- 58.8%Good
- 35.3%Satisfactory
- 5.9%Serious
- Bridge Condition - Channel
- 52.4%Very good
- 19.0%Good
- 28.6%Satisfactory
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Structure Number: L41008002+00001, Location: 2M NW HAMILTON (Lat: 46.285228, Lng: -114.192094), Route carried "on" structure: County highway 41008, Year Built: 1993, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,593 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,673 (year 2040), Design Load: HS 20, Features Intersected: BLODGETT CREEK 024, Facility Carried by Structure: BOWMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.166, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
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: 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: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: L41008002+00001, Location: 2M NW HAMILTON (Lat: 46.285228, Lng: -114.192094), Route carried "on" structure: County highway 41008, Year Built: 1993, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,593 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,673 (year 2040), Design Load: HS 20, Features Intersected: BLODGETT CREEK 024, Facility Carried by Structure: BOWMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.166, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
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: 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: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: L41090000+07001, Location: W OF WOODSIDE (Lat: 46.312878, Lng: -114.171861), Route carried "on" structure: County highway 41090, Year Built: 1985, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: MILL CREEK 072, Facility Carried by Structure: DUTCH HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.234, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L41090000+07001, Location: W OF WOODSIDE (Lat: 46.312878, Lng: -114.171861), Route carried "on" structure: County highway 41090, Year Built: 1985, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: MILL CREEK 072, Facility Carried by Structure: DUTCH HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.234, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: L41098000+06001, Location: 2M N HAMILTON (Lat: 46.287422, Lng: -114.168269), Route carried "on" structure: County highway 41098, Year Built: 1987, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: BLODGETT CREEK 013, Facility Carried by Structure: ORCHARD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.927, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: 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: September 2021
Structure Number: L41098000+06001, Location: 2M N HAMILTON (Lat: 46.287422, Lng: -114.168269), Route carried "on" structure: County highway 41098, Year Built: 1987, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: BLODGETT CREEK 013, Facility Carried by Structure: ORCHARD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.927, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: 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: September 2021
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Structure Number: L41300001+01001, Location: 3M S HAMILTON (Lat: 46.196992, Lng: -114.148303), Route carried "on" structure: ServiceState highway 38, Year Built: 1941, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,089 (year 2020), Average Future Daily Traffic: 3,243 (year 2040), Design Load: H 15, Features Intersected: REPUBLICAN DITCH 063, Facility Carried by Structure: SKALKAHO HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.582, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L41300001+01001, Location: 3M S HAMILTON (Lat: 46.196992, Lng: -114.148303), Route carried "on" structure: ServiceState highway 38, Year Built: 1941, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,089 (year 2020), Average Future Daily Traffic: 3,243 (year 2040), Design Load: H 15, Features Intersected: REPUBLICAN DITCH 063, Facility Carried by Structure: SKALKAHO HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.582, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: L41300001+07001, Location: 3M SE HAMILTON (Lat: 46.197153, Lng: -114.133956), Route carried "on" structure: ServiceState highway 38, Year Built: 1941, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,335 (year 2020), Average Future Daily Traffic: 1,402 (year 2040), Design Load: H 15, Features Intersected: HEDGES CANAL 012, Facility Carried by Structure: SKALKAHO HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.698, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L41300001+07001, Location: 3M SE HAMILTON (Lat: 46.197153, Lng: -114.133956), Route carried "on" structure: ServiceState highway 38, Year Built: 1941, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,335 (year 2020), Average Future Daily Traffic: 1,402 (year 2040), Design Load: H 15, Features Intersected: HEDGES CANAL 012, Facility Carried by Structure: SKALKAHO HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.698, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: L41300003+00001, Location: 1M E GRANTSDALE (Lat: 46.196617, Lng: -114.107625), Route carried "on" structure: ServiceState highway 38, Year Built: 1941, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 1,335 (year 2020), Average Future Daily Traffic: 1,402 (year 2040), Design Load: H 15, Features Intersected: SKALKAHO CREEK 053, Facility Carried by Structure: SKALKAHO HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.725, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Serious, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $61,000, Total Project Cost: $183,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L41300003+00001, Location: 1M E GRANTSDALE (Lat: 46.196617, Lng: -114.107625), Route carried "on" structure: ServiceState highway 38, Year Built: 1941, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 1,335 (year 2020), Average Future Daily Traffic: 1,402 (year 2040), Design Load: H 15, Features Intersected: SKALKAHO CREEK 053, Facility Carried by Structure: SKALKAHO HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.725, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Serious, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $61,000, Total Project Cost: $183,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: L41318001+04001, Location: 2M N HAMILTON (Lat: 46.283850, Lng: -114.139858), Route carried "on" structure: County highway 41318, Year Built: 2013, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,933 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,080 (year 2040), Design Load: HL 93, Features Intersected: SURPRISE DITCH 056, Facility Carried by Structure: BLACK LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: L41318001+04001, Location: 2M N HAMILTON (Lat: 46.283850, Lng: -114.139858), Route carried "on" structure: County highway 41318, Year Built: 2013, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,933 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,080 (year 2040), Design Load: HL 93, Features Intersected: SURPRISE DITCH 056, Facility Carried by Structure: BLACK LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L41320000+06001, Location: GRANTSDALE (Lat: 46.206589, Lng: -114.141972), Route carried "on" structure: County highway 41320, Year Built: 1935, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 445 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 467 (year 2040), Features Intersected: SKALKAHO CR OVERFLOW 040, Facility Carried by Structure: GRANTSDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.059, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 22.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L41320000+06001, Location: GRANTSDALE (Lat: 46.206589, Lng: -114.141972), Route carried "on" structure: County highway 41320, Year Built: 1935, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 445 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 467 (year 2040), Features Intersected: SKALKAHO CR OVERFLOW 040, Facility Carried by Structure: GRANTSDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.059, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 22.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: L41320001+01001, Location: N GRANTSDALE (Lat: 46.211086, Lng: -114.144564), Route carried "on" structure: County highway 41320, Year Built: 1972, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 445 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 467 (year 2040), Features Intersected: SKALKAHO CREEK 102, Facility Carried by Structure: GRANTSDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.728, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: October 2020
Structure Number: L41320001+01001, Location: N GRANTSDALE (Lat: 46.211086, Lng: -114.144564), Route carried "on" structure: County highway 41320, Year Built: 1972, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 445 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 467 (year 2040), Features Intersected: SKALKAHO CREEK 102, Facility Carried by Structure: GRANTSDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.728, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: October 2020
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Structure Number: L41321002+05001, Location: 2M SE GRANTSDALE (Lat: 46.197083, Lng: -114.113108), Route carried "on" structure: County highway 41321, Year Built: 2009, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20+Mod, Features Intersected: SKALKAHO CREEK 042, Facility Carried by Structure: FISH HATCHERY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.341, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 minimum criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Precast Panels
Structure Number: L41321002+05001, Location: 2M SE GRANTSDALE (Lat: 46.197083, Lng: -114.113108), Route carried "on" structure: County highway 41321, Year Built: 2009, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20+Mod, Features Intersected: SKALKAHO CREEK 042, Facility Carried by Structure: FISH HATCHERY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.341, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 minimum criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: L41500000+07001, Location: 3M SE HAMILTON (Lat: 46.216122, Lng: -114.097353), Route carried "on" structure: County highway 41500, Year Built: 1986, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: BITTERROOT CANAL 045, Facility Carried by Structure: GOLF COURSE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L41500000+07001, Location: 3M SE HAMILTON (Lat: 46.216122, Lng: -114.097353), Route carried "on" structure: County highway 41500, Year Built: 1986, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: BITTERROOT CANAL 045, Facility Carried by Structure: GOLF COURSE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: L41505000+06001, Location: 1M E GRANTSDALE (Lat: 46.205394, Lng: -114.128936), Route carried "on" structure: County highway 41498, Year Built: 1972, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: SKALKAHO CREEK 041, Facility Carried by Structure: FOLEY LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.919, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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 2020
Structure Number: L41505000+06001, Location: 1M E GRANTSDALE (Lat: 46.205394, Lng: -114.128936), Route carried "on" structure: County highway 41498, Year Built: 1972, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: SKALKAHO CREEK 041, Facility Carried by Structure: FOLEY LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.919, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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 2020
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Structure Number: P00007043+06661, Location: 3M S HAMILTON (Lat: 46.198689, Lng: -114.168361), Route carried "on" structure: US 93, Year Built: 1949, Year Reconstructed: 1973, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 5,329 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 5,595 (year 2040), Design Load: HS 15, Features Intersected: BITTERROOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.900, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: P00007043+06661, Location: 3M S HAMILTON (Lat: 46.198689, Lng: -114.168361), Route carried "on" structure: US 93, Year Built: 1949, Year Reconstructed: 1973, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 5,329 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 5,595 (year 2040), Design Load: HS 15, Features Intersected: BITTERROOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.900, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: P00007045+00421, Location: 2M S HAMILTON (Lat: 46.214133, Lng: -114.155278), Route carried "on" structure: US 93, Year Built: 1984, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 8,941 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 9,388 (year 2040), Design Load: HS 20, Features Intersected: SKALKAHO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.077, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.9 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: 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 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P00007045+00421, Location: 2M S HAMILTON (Lat: 46.214133, Lng: -114.155278), Route carried "on" structure: US 93, Year Built: 1984, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 8,941 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 9,388 (year 2040), Design Load: HS 20, Features Intersected: SKALKAHO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.077, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.9 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: 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 48 months, Inspection Date: October 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: P00007048+06151, Location: 1M N HAMILTON (Lat: 46.265661, Lng: -114.157081), Route carried "on" structure: US 93, Year Built: 1980, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 13,406 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 14,076 (year 2040), Design Load: HS 20, Features Intersected: CORVALLIS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.826, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: P00007048+06151, Location: 1M N HAMILTON (Lat: 46.265661, Lng: -114.157081), Route carried "on" structure: US 93, Year Built: 1980, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 13,406 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 14,076 (year 2040), Design Load: HS 20, Features Intersected: CORVALLIS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.826, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: P00007049+05031, Location: 2M N HAMILTON (Lat: 46.278742, Lng: -114.161061), Route carried "on" structure: US 93, Year Built: 2005, Status: Open, Structure Length: 16.82m (55.18ft), Average Daily Traffic: 13,265 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 13,928 (year 2040), Design Load: HS 20, Features Intersected: BITTERROOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.330, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.0m (137.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Length Of Structure Improvement: 12.80m (41.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $653,000, Roadway Improvement Cost: $131,000, Total Project Cost: $816,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P00007049+05031, Location: 2M N HAMILTON (Lat: 46.278742, Lng: -114.161061), Route carried "on" structure: US 93, Year Built: 2005, Status: Open, Structure Length: 16.82m (55.18ft), Average Daily Traffic: 13,265 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 13,928 (year 2040), Design Load: HS 20, Features Intersected: BITTERROOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.330, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.0m (137.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Length Of Structure Improvement: 12.80m (41.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $653,000, Roadway Improvement Cost: $131,000, Total Project Cost: $816,000, 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: P00007050+03101, Location: 2M N HAMILTON (Lat: 46.289322, Lng: -114.161050), Route carried "on" structure: US 93, Year Built: 2008, Status: Open, Structure Length: 2.55m (8.37ft), Average Daily Traffic: 13,265 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 13,928 (year 2040), Design Load: HS 20+Mod, Features Intersected: BLODGETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.509, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.5m (83.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P00007050+03101, Location: 2M N HAMILTON (Lat: 46.289322, Lng: -114.161050), Route carried "on" structure: US 93, Year Built: 2008, Status: Open, Structure Length: 2.55m (8.37ft), Average Daily Traffic: 13,265 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 13,928 (year 2040), Design Load: HS 20+Mod, Features Intersected: BLODGETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.509, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.5m (83.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 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: 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 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: S00373000+04001, Location: WOODSIDE (Lat: 46.312603, Lng: -114.146078), Route carried "on" structure: State highway 373, Year Built: 1954, Status: Open, Structure Length: 9.98m (32.74ft), Average Daily Traffic: 4,922 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 5,390 (year 2040), Design Load: HS 15, Features Intersected: BITTERROOT RIVER, Facility Carried by Structure: WOODSIDE CUTOFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.753, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.90m (35.76ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $520,000, Roadway Improvement Cost: $260,000, Total Project Cost: $780,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: S00373000+04001, Location: WOODSIDE (Lat: 46.312603, Lng: -114.146078), Route carried "on" structure: State highway 373, Year Built: 1954, Status: Open, Structure Length: 9.98m (32.74ft), Average Daily Traffic: 4,922 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 5,390 (year 2040), Design Load: HS 15, Features Intersected: BITTERROOT RIVER, Facility Carried by Structure: WOODSIDE CUTOFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.753, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.90m (35.76ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $520,000, Roadway Improvement Cost: $260,000, Total Project Cost: $780,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: S00531001+06001, Location: 1M SW HAMILTON (Lat: 46.216981, Lng: -114.176264), Route carried "on" structure: County highway 531, Year Built: 1972, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 450 (year 2020), Average Future Daily Traffic: 486 (year 2040), Features Intersected: ROARING LION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.815, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.0m, Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.8 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: 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: November 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: S00531001+06001, Location: 1M SW HAMILTON (Lat: 46.216981, Lng: -114.176264), Route carried "on" structure: County highway 531, Year Built: 1972, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 450 (year 2020), Average Future Daily Traffic: 486 (year 2040), Features Intersected: ROARING LION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.815, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.0m, Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.8 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: 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: November 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: S00531003+04001, Location: 3M SW HAMILTON (Lat: 46.229753, Lng: -114.191700), Route carried "on" structure: County highway 531, Year Built: 1972, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,957 (year 2020), Average Future Daily Traffic: 2,114 (year 2040), Design Load: HS 20, Features Intersected: SAWTOOTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.341, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: November 2020
Structure Number: S00531003+04001, Location: 3M SW HAMILTON (Lat: 46.229753, Lng: -114.191700), Route carried "on" structure: County highway 531, Year Built: 1972, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,957 (year 2020), Average Future Daily Traffic: 2,114 (year 2040), Design Load: HS 20, Features Intersected: SAWTOOTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.341, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: November 2020
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Structure Number: S00531005+04001, Location: W HAMILTON (Lat: 46.246856, Lng: -114.177483), Route carried "on" structure: State highway 531, Year Built: 1968, Status: Open, Structure Length: 9.28m (30.45ft), Average Daily Traffic: 3,056 (year 2020), Average Future Daily Traffic: 3,209 (year 2040), Design Load: HS 15, Features Intersected: BITTERROOT RIVER, Facility Carried by Structure: W MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.452, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.1 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: S00531005+04001, Location: W HAMILTON (Lat: 46.246856, Lng: -114.177483), Route carried "on" structure: State highway 531, Year Built: 1968, Status: Open, Structure Length: 9.28m (30.45ft), Average Daily Traffic: 3,056 (year 2020), Average Future Daily Traffic: 3,209 (year 2040), Design Load: HS 15, Features Intersected: BITTERROOT RIVER, Facility Carried by Structure: W MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.452, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.1 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete